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<front>
<journal-meta>
<journal-id journal-id-type="pmc">CMC</journal-id>
<journal-id journal-id-type="nlm-ta">CMC</journal-id>
<journal-id journal-id-type="publisher-id">CMC</journal-id>
<journal-title-group>
<journal-title>Computers, Materials &#x0026; Continua</journal-title>
</journal-title-group>
<issn pub-type="epub">1546-2226</issn>
<issn pub-type="ppub">1546-2218</issn>
<publisher>
<publisher-name>Tech Science Press</publisher-name>
<publisher-loc>USA</publisher-loc>
</publisher>
</journal-meta>
<article-meta>
<article-id pub-id-type="publisher-id">67761</article-id>
<article-id pub-id-type="doi">10.32604/cmc.2025.067761</article-id>
<article-categories>
<subj-group subj-group-type="heading">
<subject>Article</subject>
</subj-group>
</article-categories>
<title-group>
<article-title>An Optimization-Driven Design Scheme of Lightweight Acoustic Metamaterials for Additive Manufacturing</article-title>
<alt-title alt-title-type="left-running-head">An Optimization-Driven Design Scheme of Lightweight Acoustic Metamaterials for Additive Manufacturing</alt-title>
<alt-title alt-title-type="right-running-head">An Optimization-Driven Design Scheme of Lightweight Acoustic Metamaterials for Additive Manufacturing</alt-title>
</title-group>
<contrib-group>
<contrib id="author-1" contrib-type="author">
<name name-style="western"><surname>Zhou</surname><given-names>Ying</given-names></name><xref ref-type="aff" rid="aff-1">1</xref></contrib>
<contrib id="author-2" contrib-type="author">
<name name-style="western"><surname>Yuan</surname><given-names>Jiayang</given-names></name><xref ref-type="aff" rid="aff-1">1</xref></contrib>
<contrib id="author-3" contrib-type="author">
<name name-style="western"><surname>Shu</surname><given-names>Zhengtao</given-names></name><xref ref-type="aff" rid="aff-1">1</xref></contrib>
<contrib id="author-4" contrib-type="author">
<name name-style="western"><surname>Ye</surname><given-names>Mengli</given-names></name><xref ref-type="aff" rid="aff-1">1</xref></contrib>
<contrib id="author-5" contrib-type="author">
<name name-style="western"><surname>Gao</surname><given-names>Liang</given-names></name><xref ref-type="aff" rid="aff-1">1</xref></contrib>
<contrib id="author-6" contrib-type="author" corresp="yes">
<name name-style="western"><surname>Wang</surname><given-names>Qiong</given-names></name><xref ref-type="aff" rid="aff-2">2</xref><email>wangqiong701@hust.edu.cn</email></contrib>
<aff id="aff-1"><label>1</label><institution>State Key Laboratory of Intelligent Manufacturing Equipment and Technology, Huazhong University of Science and Technology</institution>, <addr-line>Wuhan, 430074</addr-line>, <country>China</country></aff>
<aff id="aff-2"><label>2</label><institution>Institute of Interdisciplinary Research for Mathematics and Applied Science, School of Mathematics and Statistics, Huazhong University of Science and Technology</institution>, <addr-line>Wuhan, 430074</addr-line>, <country>China</country></aff>
</contrib-group>
<author-notes>
<corresp id="cor1"><label>&#x002A;</label>Corresponding Author: Qiong Wang. Email: <email>wangqiong701@hust.edu.cn</email></corresp>
</author-notes>
<pub-date date-type="collection" publication-format="electronic">
<year>2025</year>
</pub-date>
<pub-date date-type="pub" publication-format="electronic">
<day>29</day><month>08</month><year>2025</year>
</pub-date>
<volume>85</volume>
<issue>1</issue>
<fpage>557</fpage>
<lpage>580</lpage>
<history>
<date date-type="received">
<day>12</day>
<month>5</month>
<year>2025</year>
</date>
<date date-type="accepted">
<day>07</day>
<month>7</month>
<year>2025</year>
</date>
</history>
<permissions>
<copyright-statement>&#x00A9; 2025 The Authors.</copyright-statement>
<copyright-year>2025</copyright-year>
<copyright-holder>Published by Tech Science Press.</copyright-holder>
<license xlink:href="https://creativecommons.org/licenses/by/4.0/">
<license-p>This work is licensed under a <ext-link ext-link-type="uri" xlink:type="simple" xlink:href="https://creativecommons.org/licenses/by/4.0/">Creative Commons Attribution 4.0 International License</ext-link>, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.</license-p>
</license>
</permissions>
<self-uri content-type="pdf" xlink:href="TSP_CMC_67761.pdf"></self-uri>
<abstract>
<p>Simultaneously, reducing an acoustic metamaterial&#x2019;s weight and sound pressure level is an important but difficult topic. Considering the law of mass, traditional lightweight acoustic metamaterials make it difficult to control noise efficiently in real-life applications. In this study, a novel optimization-driven design scheme is developed to obtain lightweight acoustic metamaterials with a strong sound insulation capability for additive manufacturing. In the proposed design scheme, a topology optimization method for an acoustic metamaterial in the acoustic-solid interaction system is implemented to obtain an initial cross-sectional topology of the acoustic microstructure during the conceptual design phase. Then, in the detailed design phase, the parametric model for a higher-dimensional design is formulated based on the topology optimization result. An adaptive Kriging interpolation approach is proposed to accurately reformulate a much easier surrogate model from the original parameterization formulation to avoid repeating calls for nonlinear analyses in the 3D acoustic-structure interaction system. A surrogate model was used to optimize a ready-to-print acoustic metamaterial with improved noise reduction performance. Experimental verification based on an impedance tube is implemented. Results demonstrate characteristics of the devised metamaterial as well as the proposed method.</p>
</abstract>
<kwd-group kwd-group-type="author">
<kwd>Topology optimization</kwd>
<kwd>surrogate model</kwd>
<kwd>additive manufacturing</kwd>
<kwd>acoustic metamaterial</kwd>
<kwd>sound pressure level</kwd>
</kwd-group>
<funding-group>
<award-group id="awg1">
<funding-source>National Key Research and Development Program of China</funding-source>
<award-id>2023YFB4604800</award-id>
</award-group>
<award-group id="awg2">
<funding-source>National Natural Science Foundation of China</funding-source>
<award-id>52075195</award-id>
</award-group>
<award-group id="awg3">
<funding-source>Technology Open Foundation</funding-source>
<award-id>IMETKF2023016</award-id>
</award-group></funding-group>
</article-meta>
</front>
<body>
<sec id="s1">
<label>1</label>
<title>Introduction</title>
<p>Noise control and acoustic design for products have become major concerns in the engineering community [<xref ref-type="bibr" rid="ref-1">1</xref>,<xref ref-type="bibr" rid="ref-2">2</xref>]. Engineering acoustic problems usually exhibit the characteristics of unboundedness and broadband [<xref ref-type="bibr" rid="ref-3">3</xref>&#x2013;<xref ref-type="bibr" rid="ref-5">5</xref>], which poses a challenging task in devising the required acoustic structures to enhance sound absorption capability. The problem becomes more difficult, especially in the application field of aeronautics and astronautics which have strict restrictions on structural weight and size [<xref ref-type="bibr" rid="ref-6">6</xref>]. Therefore, acoustic metamaterials, as a kind of artificial materials with sophisticated microstructures, are developed to break through the bottleneck of conventional acoustic materials [<xref ref-type="bibr" rid="ref-7">7</xref>&#x2013;<xref ref-type="bibr" rid="ref-10">10</xref>]. They are usually recognized to have great potential in reducing weight but increasing multifunctional performance due to their design flexibility.</p>
<p>Metamaterial systems have provided novel acoustic functionalities and broadened the design space. Therefore, since their first occurrence, a variety of approaches have been proposed to design these artificial material microstructures. The core of these developed methods is to formulate an inverse design to determine the best topology, shape, and size of the microstructure within the given design domain. However, the selection of the optimal design parameters, which are used to describe the structural topology, shape, and size, is a difficult task given that there can be many possible combinations of these design parameters. Furthermore, several combinations of the design parameters will result in a similar material property, which is known as the no uniqueness of the solution of inverse design problems. So far, the most popular design method for metamaterials is defined in a physics-driven way [<xref ref-type="bibr" rid="ref-11">11</xref>]. In this method, the analytical model and numerical simulation are interactively used to synthesize a metamaterial microstructure with expected performances. However, this method mainly relies on designers&#x2019; knowledge. It will fail to work especially when a large number of design parameters and multiple functionalities are considered. Currently, systematic optimization methods for acoustic metamaterial design are still incomplete.</p>
<p>As an efficient optimization tool for devising high-performance structures and materials, topology optimization has been extensively investigated over the past decades. To date, researchers have proposed many topological optimization methods, including level set method (LSM) [<xref ref-type="bibr" rid="ref-12">12</xref>&#x2013;<xref ref-type="bibr" rid="ref-14">14</xref>], solid isotropic material with penalization (SIMP) [<xref ref-type="bibr" rid="ref-15">15</xref>&#x2013;<xref ref-type="bibr" rid="ref-17">17</xref>], the homogenization method [<xref ref-type="bibr" rid="ref-18">18</xref>], evolutionary structural optimization (ESO) [<xref ref-type="bibr" rid="ref-19">19</xref>], and explicit component-based method [<xref ref-type="bibr" rid="ref-20">20</xref>,<xref ref-type="bibr" rid="ref-21">21</xref>]. Topology optimization methods for designing acoustic metamaterials have also been developed. For example, a two-scale homogenization method is proposed to design acoustic metamaterials with directed wave propagation [<xref ref-type="bibr" rid="ref-22">22</xref>] and negative refraction [<xref ref-type="bibr" rid="ref-23">23</xref>]. Du et al. [<xref ref-type="bibr" rid="ref-24">24</xref>] combined the SIMP method with coupling physics to design a vibrating structure with optimal sound pressure properties in a surrounded acoustic medium. ESO and LSM-based topology optimization for the design of acoustic metamaterials have also been investigated [<xref ref-type="bibr" rid="ref-25">25</xref>&#x2013;<xref ref-type="bibr" rid="ref-28">28</xref>]. Furthermore, taking into account the complexity of the solution space in the design of acoustic metamaterials, full-bandwidth and directional bandgap designs have been achieved in acoustic metamaterials through non-gradient topological optimization [<xref ref-type="bibr" rid="ref-29">29</xref>]. Meanwhile, the decoupled mechanism design approach is used to enable the design of multifunctional sound-absorbing and structural metamaterials [<xref ref-type="bibr" rid="ref-30">30</xref>]. A new class of multifunctional bioinspired micro-lattice inspired by bamboo was also designed with excellent acoustic absorption performance, damage resistance, and high strength-to-weight ratio [<xref ref-type="bibr" rid="ref-31">31</xref>]. Topology optimization can provide an effective tool for the conceptual design of acoustic metamaterials. However, most of the acoustic metamaterials designed are planar structures with complex topological configurations. As a result, these design results of acoustic metamaterials are not yet available for direct engineering applications or fabrications. Furthermore, it should be noted that the performance of acoustic metamaterials is more dependent on specific geometric parameters.</p>
<p>Parameter optimization is the process of detailed design for structural shape and size parameters [<xref ref-type="bibr" rid="ref-32">32</xref>,<xref ref-type="bibr" rid="ref-33">33</xref>], which can not only improve the properties of the initial structures by topology optimization but also meet the requirements of various sizes and shapes. At the same time, parameter optimization can simplify the topological configuration of a structure and make it easy to be manufactured, so that the optimized structures can be directly applied to actual engineering. However, the optimization design of the acoustic metamaterials is a strongly nonlinear problem. Scholars usually combine nonlinear finite element (FE) and boundary element methods (BEM) to analyze coupled acoustic-structure systems [<xref ref-type="bibr" rid="ref-34">34</xref>,<xref ref-type="bibr" rid="ref-35">35</xref>]. Therefore, the traditional parameter optimization methods make it difficult to solve the analysis and calculation issues of the high-dimensional design space of acoustic metamaterials, and the numerical solution is extremely expensive. To address this issue, a surrogate model (SM) [<xref ref-type="bibr" rid="ref-36">36</xref>,<xref ref-type="bibr" rid="ref-37">37</xref>] is used to overcome the insufficient computing power and complicated modeling of structures in traditional optimization methods. The SM is an analytical model generated and supported by existing data. Based on extensive data learning, the SM can integrate constraints, design variables, and objective functions into a unified framework while meeting certain precision requirements. By applying SM, not only can computational costs be reduced, but the precision of the results is comparable to that of high-precision commercial analysis software [<xref ref-type="bibr" rid="ref-38">38</xref>&#x2013;<xref ref-type="bibr" rid="ref-40">40</xref>]. The Kriging interpolation model is both a typical SM and an unbiased estimation model that combines regression models and stochastic processes. This method is suitable for highly nonlinear problems. However, the Kriging interpolation model has shortcomings, such as complicated calculation steps, slow interpolation speed, and insufficient interpolation accuracy. To overcome the abovementioned shortcomings effectively, scholars have also improved the traditional Kriging algorithm [<xref ref-type="bibr" rid="ref-41">41</xref>,<xref ref-type="bibr" rid="ref-42">42</xref>].</p>
<p>All in all, the research on topology optimization of acoustic metamaterials is mostly in the conceptual design stage, and the acoustic metamaterials cannot be directly applied to the actual engineering. The topology optimization method needs to be combined with the parameter optimization method to give full play to the advantages of each design method. Furthermore, to meet the analysis requirements of nonlinear finite element and boundary element methods, it is necessary to establish an efficient and accurate SM. Therefore, it is urgent to study a systematic acoustic metamaterial design method, including topology optimization, parameter optimization, and performance verification.</p>
<p>In this study, a systematic optimization scheme for pressure modulation acoustic metamaterial (PMAM) under acoustic-structure interaction (ASI) system is developed. A density-based topology optimization method and a surrogate model-based parameter optimization approach are in turn used to devise the expected acoustic material microstructure from conceptual design to detailed design. In this fashion, the devised PMAM can be ready for additive manufacturing without any further post-processing. The impedance tube experiment is implemented on the additively manufactured samples to verify the characteristics of the designed metamaterial as well as the proposed method. This optimization-driven design scheme can provide a novel way to devise lightweight and high-performance acoustic metamaterials. The remaining sections of this paper are organized as follows: <xref ref-type="sec" rid="s2">Section 2</xref> provides a detailed description of the optimization problem of PMAM. <xref ref-type="sec" rid="s3">Section 3</xref> describes the topological optimization method used in PMAM. <xref ref-type="sec" rid="s4">Section 4</xref> develops the parameter optimization method based on topology optimization. <xref ref-type="sec" rid="s5">Section 5</xref> describes the experimental verifications of PMAM. <xref ref-type="sec" rid="s6">Section 6</xref> concludes the paper.</p>
</sec>
<sec id="s2">
<label>2</label>
<title>Acoustic Description of PMAM</title>
<p>The acoustic pressure is the foundation of acoustic studies, which can be controlled effectively in various ways. Specifically, the noise level in an ASI system is represented by the acoustic pressure. Hence, the acoustic pressure is regarded as a key indicator of acoustic metamaterials. In the ASI analysis, the acoustic wave equation reflects the functional relationship between the acoustic pressure, position, and time. Furthermore, it satisfies Newton&#x2019;s second law, the law of mass conservation, and the state equation. The Helmholtz equation reveals the nature of plane acoustic waves in an ideal medium within the frequency domain, as described below [<xref ref-type="bibr" rid="ref-43">43</xref>].
<disp-formula id="eqn-1"><label>(1)</label><mml:math id="mml-eqn-1" display="block"><mml:msup><mml:mi mathvariant="normal">&#x2207;</mml:mi><mml:mrow><mml:mn>2</mml:mn></mml:mrow></mml:msup><mml:mi>p</mml:mi><mml:mo>+</mml:mo><mml:msup><mml:mi>k</mml:mi><mml:mrow><mml:mn>2</mml:mn></mml:mrow></mml:msup><mml:mi>p</mml:mi><mml:mo>=</mml:mo><mml:mn>0</mml:mn></mml:math></disp-formula>where <italic>p</italic> represents sound pressure, and <italic>k</italic> represents wave number.</p>
<p>A harmonic excitation <bold>f</bold>(<italic>&#x03C9;</italic>) is applied to the structure to obtain the expression about the displacement response <bold>u</bold>(<italic>&#x03C9;</italic>), as follows [<xref ref-type="bibr" rid="ref-44">44</xref>]:
<disp-formula id="eqn-2"><label>(2)</label><mml:math id="mml-eqn-2" display="block"><mml:mrow><mml:mtext mathvariant="bold">f</mml:mtext></mml:mrow><mml:mrow><mml:mo>(</mml:mo><mml:mi>&#x03C9;</mml:mi><mml:mo>)</mml:mo></mml:mrow><mml:mo>=</mml:mo><mml:mrow><mml:mtext mathvariant="bold">A</mml:mtext></mml:mrow><mml:mrow><mml:mo>(</mml:mo><mml:mi>&#x03C9;</mml:mi><mml:mo>)</mml:mo></mml:mrow><mml:mrow><mml:mtext mathvariant="bold">u</mml:mtext></mml:mrow><mml:mrow><mml:mo>(</mml:mo><mml:mi>&#x03C9;</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:math></disp-formula>where <bold>A</bold>(<italic>&#x03C9;</italic>) denotes the frequency response function, which is the dynamic stiffness matrix. <italic>&#x03C9;</italic> represents the circular frequency.</p>
<p><bold>A</bold>(<italic>&#x03C9;</italic>) is expressed as:
<disp-formula id="eqn-3"><label>(3)</label><mml:math id="mml-eqn-3" display="block"><mml:mrow><mml:mtext mathvariant="bold">A</mml:mtext></mml:mrow><mml:mrow><mml:mo>(</mml:mo><mml:mi>&#x03C9;</mml:mi><mml:mo>)</mml:mo></mml:mrow><mml:mo>=</mml:mo><mml:mrow><mml:mtext mathvariant="bold">K</mml:mtext></mml:mrow><mml:mo>+</mml:mo><mml:mi>i</mml:mi><mml:mi>&#x03C9;</mml:mi><mml:mrow><mml:mtext mathvariant="bold">D</mml:mtext></mml:mrow><mml:mo>&#x2212;</mml:mo><mml:msup><mml:mi>&#x03C9;</mml:mi><mml:mrow><mml:mn>2</mml:mn></mml:mrow></mml:msup><mml:mrow><mml:mtext mathvariant="bold">M</mml:mtext></mml:mrow></mml:math></disp-formula>where <bold>K</bold> is the static stiffness matrix, <bold>D</bold> is the damping matrix, and <bold>M</bold> is the mass matrix. <italic>i</italic> is an imaginary component <italic>i</italic><sup>2</sup> &#x003D; &#x2212;1.</p>
<p>When an acoustic wave enters a solid structure, it forms various angles with the coupling interface. In practical applications, the normal velocity of the acoustic wave is used for the acoustic calculation. Meanwhile, the normal velocity presents the radiation of acoustic waves through the coupling interface, and it is widely recognized to have a higher computing precision. Moreover, it facilitates the establishment of an acoustic radiation model in the structure-acoustic coupling system and improves calculation efficiency. The normal velocity of a structure is expressed as [<xref ref-type="bibr" rid="ref-45">45</xref>]:
<disp-formula id="eqn-4"><label>(4)</label><mml:math id="mml-eqn-4" display="block"><mml:msub><mml:mrow><mml:mtext mathvariant="bold">v</mml:mtext></mml:mrow><mml:mrow><mml:mi>n</mml:mi></mml:mrow></mml:msub><mml:mrow><mml:mo>(</mml:mo><mml:mi>&#x03C9;</mml:mi><mml:mo>)</mml:mo></mml:mrow><mml:mo>=</mml:mo><mml:mi>i</mml:mi><mml:mi>&#x03C9;</mml:mi><mml:mrow><mml:mtext mathvariant="bold">u</mml:mtext></mml:mrow><mml:mrow><mml:mo>(</mml:mo><mml:mi>&#x03C9;</mml:mi><mml:mo>)</mml:mo></mml:mrow><mml:mrow><mml:mtext mathvariant="bold">n</mml:mtext></mml:mrow><mml:mo>=</mml:mo><mml:mi>i</mml:mi><mml:mi>&#x03C9;</mml:mi><mml:msup><mml:mrow><mml:mtext mathvariant="bold">A</mml:mtext></mml:mrow><mml:mrow><mml:mo>&#x2212;</mml:mo><mml:mn>1</mml:mn></mml:mrow></mml:msup><mml:mrow><mml:mo>(</mml:mo><mml:mi>&#x03C9;</mml:mi><mml:mo>)</mml:mo></mml:mrow><mml:mrow><mml:mtext mathvariant="bold">f</mml:mtext></mml:mrow><mml:mrow><mml:mo>(</mml:mo><mml:mi>&#x03C9;</mml:mi><mml:mo>)</mml:mo></mml:mrow><mml:mrow><mml:mtext mathvariant="bold">n</mml:mtext></mml:mrow></mml:math></disp-formula></p>
<p>The acoustic pressure response at a point inside the solid structure can be obtained by multiplying the velocity matrix with the influence coefficient matrix <bold>b</bold><sup>T</sup>(<italic>&#x03C9;</italic>) according to the BEM [<xref ref-type="bibr" rid="ref-46">46</xref>]. <bold>n</bold> is a normal vector. The frequency response of the internal acoustic pressure for the solid is expressed as:
<disp-formula id="eqn-5"><label>(5)</label><mml:math id="mml-eqn-5" display="block"><mml:msub><mml:mrow><mml:mtext mathvariant="bold">p</mml:mtext></mml:mrow><mml:mrow><mml:mi>i</mml:mi></mml:mrow></mml:msub><mml:mrow><mml:mo>(</mml:mo><mml:mi>&#x03C9;</mml:mi><mml:mo>)</mml:mo></mml:mrow><mml:mo>=</mml:mo><mml:msup><mml:mrow><mml:mtext mathvariant="bold">b</mml:mtext></mml:mrow><mml:mrow><mml:mrow><mml:mtext>T</mml:mtext></mml:mrow></mml:mrow></mml:msup><mml:mrow><mml:mo>(</mml:mo><mml:mi>&#x03C9;</mml:mi><mml:mo>)</mml:mo></mml:mrow><mml:msub><mml:mrow><mml:mtext mathvariant="bold">v</mml:mtext></mml:mrow><mml:mrow><mml:mi>n</mml:mi></mml:mrow></mml:msub><mml:mrow><mml:mo>(</mml:mo><mml:mi>&#x03C9;</mml:mi><mml:mo>)</mml:mo></mml:mrow><mml:mo>=</mml:mo><mml:mi>i</mml:mi><mml:mi>&#x03C9;</mml:mi><mml:msup><mml:mrow><mml:mtext mathvariant="bold">b</mml:mtext></mml:mrow><mml:mrow><mml:mrow><mml:mtext>T</mml:mtext></mml:mrow></mml:mrow></mml:msup><mml:mrow><mml:mo>(</mml:mo><mml:mi>&#x03C9;</mml:mi><mml:mo>)</mml:mo></mml:mrow><mml:msup><mml:mrow><mml:mtext mathvariant="bold">A</mml:mtext></mml:mrow><mml:mrow><mml:mo>&#x2212;</mml:mo><mml:mn>1</mml:mn></mml:mrow></mml:msup><mml:mrow><mml:mo>(</mml:mo><mml:mi>&#x03C9;</mml:mi><mml:mo>)</mml:mo></mml:mrow><mml:mrow><mml:mtext mathvariant="bold">f</mml:mtext></mml:mrow><mml:mrow><mml:mo>(</mml:mo><mml:mi>&#x03C9;</mml:mi><mml:mo>)</mml:mo></mml:mrow><mml:mrow><mml:mtext mathvariant="bold">n</mml:mtext></mml:mrow></mml:math></disp-formula>where <bold>b</bold><sup>T</sup>(<italic>&#x03C9;</italic>) is calculated by the Helmholtz integral equation:
<disp-formula id="eqn-6"><label>(6)</label><mml:math id="mml-eqn-6" display="block"><mml:msup><mml:mrow><mml:mtext mathvariant="bold">b</mml:mtext></mml:mrow><mml:mrow><mml:mrow><mml:mtext>T</mml:mtext></mml:mrow></mml:mrow></mml:msup><mml:mrow><mml:mo>(</mml:mo><mml:mi>&#x03C9;</mml:mi><mml:mo>)</mml:mo></mml:mrow><mml:mo>=</mml:mo><mml:msup><mml:mrow><mml:mtext mathvariant="bold">g</mml:mtext></mml:mrow><mml:mrow><mml:mrow><mml:mtext>T</mml:mtext></mml:mrow></mml:mrow></mml:msup><mml:mo>&#x2212;</mml:mo><mml:mrow><mml:mo>(</mml:mo><mml:msup><mml:mrow><mml:mtext mathvariant="bold">h</mml:mtext></mml:mrow><mml:mrow><mml:mrow><mml:mtext>T</mml:mtext></mml:mrow></mml:mrow></mml:msup><mml:mo>&#x2212;</mml:mo><mml:msup><mml:mrow><mml:mtext mathvariant="bold">g</mml:mtext></mml:mrow><mml:mrow><mml:mrow><mml:mtext>T</mml:mtext></mml:mrow></mml:mrow></mml:msup><mml:mrow><mml:mtext mathvariant="bold">Y</mml:mtext></mml:mrow><mml:mo>)</mml:mo></mml:mrow><mml:msup><mml:mrow><mml:mo>(</mml:mo><mml:mrow><mml:mtext mathvariant="bold">H</mml:mtext></mml:mrow><mml:mo>&#x2212;</mml:mo><mml:mrow><mml:mtext mathvariant="bold">GY</mml:mtext></mml:mrow><mml:mo>)</mml:mo></mml:mrow><mml:mrow><mml:mo>&#x2212;</mml:mo><mml:mn>1</mml:mn></mml:mrow></mml:msup><mml:mrow><mml:mtext mathvariant="bold">G</mml:mtext></mml:mrow></mml:math></disp-formula>where <bold>G</bold> and <bold>H</bold> represent the global system matrices. <bold>g</bold> and <bold>h</bold> represent the column vectors of the two global system matrices, respectively. The nodes of the diagonal matrix <bold>Y</bold> contain the boundary conductance values. Therefore, the response speed of the acoustic-structural contact surface calculated using the FEM can be used for internal acoustic pressure calculations. The acoustic pressure response <italic>p</italic><sub><italic>s</italic></sub> of the acoustic-structural coupling interface is obtained by adding the acoustic pressures of all elements:
<disp-formula id="eqn-7"><label>(7)</label><mml:math id="mml-eqn-7" display="block"><mml:msub><mml:mi>p</mml:mi><mml:mrow><mml:mi>s</mml:mi></mml:mrow></mml:msub><mml:mo>=</mml:mo><mml:msub><mml:mo>&#x222B;</mml:mo><mml:mrow><mml:mi>s</mml:mi></mml:mrow></mml:msub><mml:mi>i</mml:mi><mml:mi>&#x3C9;</mml:mi><mml:mrow><mml:mo>[</mml:mo><mml:msup><mml:mtext mathvariant="bold">g</mml:mtext><mml:mrow><mml:mrow><mml:mi mathvariant="normal">T</mml:mi></mml:mrow></mml:mrow></mml:msup><mml:mo>&#x2212;</mml:mo><mml:mrow><mml:mo>(</mml:mo><mml:msup><mml:mtext mathvariant="bold">h</mml:mtext><mml:mrow><mml:mrow><mml:mi mathvariant="normal">T</mml:mi></mml:mrow></mml:mrow></mml:msup><mml:mo>&#x2212;</mml:mo><mml:msup><mml:mtext mathvariant="bold">g</mml:mtext><mml:mrow><mml:mrow><mml:mi mathvariant="normal">T</mml:mi></mml:mrow></mml:mrow></mml:msup><mml:mtext mathvariant="bold">Y</mml:mtext><mml:mo>)</mml:mo></mml:mrow><mml:msup><mml:mrow><mml:mo>(</mml:mo><mml:mtext mathvariant="bold">H</mml:mtext><mml:mo>&#x2212;</mml:mo><mml:mtext mathvariant="bold">GY</mml:mtext><mml:mo>)</mml:mo></mml:mrow><mml:mrow><mml:mo>&#x2212;</mml:mo><mml:mn>1</mml:mn></mml:mrow></mml:msup><mml:mtext mathvariant="bold">G</mml:mtext><mml:mo>]</mml:mo></mml:mrow><mml:msup><mml:mtext mathvariant="bold">A</mml:mtext><mml:mrow><mml:mo>&#x2212;</mml:mo><mml:mn>1</mml:mn></mml:mrow></mml:msup><mml:mrow><mml:mo>(</mml:mo><mml:mi>&#x3C9;</mml:mi><mml:mo>)</mml:mo></mml:mrow><mml:mtext mathvariant="bold">f</mml:mtext><mml:mrow><mml:mo>(</mml:mo><mml:mi>&#x3C9;</mml:mi><mml:mo>)</mml:mo></mml:mrow><mml:mtext mathvariant="bold">n</mml:mtext><mml:msub><mml:mrow><mml:mtext>d&#x0393;&#xA0;</mml:mtext></mml:mrow><mml:mrow><mml:mi>s</mml:mi></mml:mrow></mml:msub></mml:math></disp-formula></p>
<p>In the structure-acoustic coupling system, the normal force at the coupling boundary is dominant. Thus, the normal force mainly results in the displacements of the structural surface and the inner surface of the acoustic field. The displacements of the structural surface and air in the acoustic field satisfy the following relationship [<xref ref-type="bibr" rid="ref-47">47</xref>]:
<disp-formula id="eqn-8"><label>(8)</label><mml:math id="mml-eqn-8" display="block"><mml:mrow><mml:mo>{</mml:mo><mml:mtable columnalign="left" rowspacing="4pt" columnspacing="1em"><mml:mtr><mml:mtd><mml:msub><mml:mi>u</mml:mi><mml:mrow><mml:mi>s</mml:mi></mml:mrow></mml:msub><mml:msub><mml:mrow><mml:mtext mathvariant="bold">n</mml:mtext></mml:mrow><mml:mrow><mml:mrow><mml:mtext mathvariant="bold">s</mml:mtext></mml:mrow></mml:mrow></mml:msub><mml:mo>=</mml:mo><mml:msub><mml:mi>u</mml:mi><mml:mrow><mml:mi>a</mml:mi></mml:mrow></mml:msub><mml:msub><mml:mrow><mml:mtext mathvariant="bold">n</mml:mtext></mml:mrow><mml:mrow><mml:mrow><mml:mtext mathvariant="bold">a</mml:mtext></mml:mrow></mml:mrow></mml:msub></mml:mtd></mml:mtr><mml:mtr><mml:mtd><mml:msub><mml:mrow><mml:mtext mathvariant="bold">n</mml:mtext></mml:mrow><mml:mrow><mml:mrow><mml:mtext mathvariant="bold">s</mml:mtext></mml:mrow></mml:mrow></mml:msub><mml:mo>=</mml:mo><mml:mo>&#x2212;</mml:mo><mml:msub><mml:mrow><mml:mtext mathvariant="bold">n</mml:mtext></mml:mrow><mml:mrow><mml:mrow><mml:mtext mathvariant="bold">a</mml:mtext></mml:mrow></mml:mrow></mml:msub></mml:mtd></mml:mtr></mml:mtable><mml:mo fence="true" stretchy="true" symmetric="true"></mml:mo></mml:mrow></mml:math></disp-formula>where <italic>u</italic><sub><italic>s</italic></sub> and <italic>u</italic><sub><italic>a</italic></sub> represent the displacements of the structural surface and air surface at the boundary of the coupling structure, respectively. <bold>n</bold><sub>s</sub> and <bold>n</bold><sub>a</sub> represent the normal vectors of the surface and air surface at the coupling boundary, respectively.</p>
<p>The displacement and surface force of the boundary node are obtained from the boundary element in the plane acoustic problem, which is equivalent to the external force on the solid design domain. In a coupled boundary system, the force <bold>f</bold><sub><italic>s</italic></sub> of acoustic pressure <italic>p</italic> on the structure can be considered as an external load on that structure:
<disp-formula id="eqn-9"><label>(9)</label><mml:math id="mml-eqn-9" display="block"><mml:msub><mml:mrow><mml:mtext mathvariant="bold">f</mml:mtext></mml:mrow><mml:mrow><mml:mi>s</mml:mi></mml:mrow></mml:msub><mml:mo>=</mml:mo><mml:mi>p</mml:mi><mml:msub><mml:mo>&#x222B;</mml:mo><mml:mrow><mml:mrow><mml:msub><mml:mrow><mml:mi mathvariant="normal">&#x0393;</mml:mi></mml:mrow><mml:mrow><mml:mi>s</mml:mi></mml:mrow></mml:msub></mml:mrow></mml:mrow></mml:msub><mml:msubsup><mml:mrow><mml:mtext mathvariant="bold">N</mml:mtext></mml:mrow><mml:mrow><mml:mi>s</mml:mi></mml:mrow><mml:mrow><mml:mrow><mml:mtext>T</mml:mtext></mml:mrow></mml:mrow></mml:msubsup><mml:msub><mml:mrow><mml:mtext mathvariant="bold">n</mml:mtext></mml:mrow><mml:mrow><mml:mi>a</mml:mi></mml:mrow></mml:msub><mml:msub><mml:mrow><mml:mtext mathvariant="bold">N</mml:mtext></mml:mrow><mml:mrow><mml:mi>a</mml:mi></mml:mrow></mml:msub><mml:mrow><mml:mtext>d&#x0393;&#xA0;</mml:mtext></mml:mrow></mml:math></disp-formula>where <bold>N</bold><sub><italic>s</italic></sub> represents the interpolation function of a rectangular FE; <bold>N</bold><sub><italic>a</italic></sub> represents the interpolation function of the coupled boundary element.</p>
<p>By the Helmholtz boundary integral equation [<xref ref-type="bibr" rid="ref-47">47</xref>], the acoustic pressure <italic>p</italic><sub><italic>ss</italic></sub> at the internal point <italic>p</italic> of a structure can be calculated with the acoustic pressure <bold>f</bold><sub><italic>s</italic></sub> and normal velocity <bold>v</bold><sub><italic>n</italic></sub> on the boundary &#x0413;<sub><italic>s</italic></sub>:
<disp-formula id="eqn-10"><label>(10)</label><mml:math id="mml-eqn-10" display="block"><mml:msub><mml:mi>p</mml:mi><mml:mrow><mml:mi>s</mml:mi><mml:mi>s</mml:mi></mml:mrow></mml:msub><mml:mo>=</mml:mo><mml:mo>&#x2212;</mml:mo><mml:msup><mml:mrow><mml:mi mathvariant="normal">&#x03C6;</mml:mi></mml:mrow><mml:mrow><mml:mo>&#x2212;</mml:mo><mml:mn>1</mml:mn></mml:mrow></mml:msup><mml:msub><mml:mo>&#x222B;</mml:mo><mml:mrow><mml:mrow><mml:msub><mml:mrow><mml:mi mathvariant="normal">&#x0393;</mml:mi></mml:mrow><mml:mrow><mml:mi>s</mml:mi></mml:mrow></mml:msub></mml:mrow></mml:mrow></mml:msub><mml:mrow><mml:mo>(</mml:mo><mml:mi>i</mml:mi><mml:mi>&#x03C1;</mml:mi><mml:mi>&#x03C9;</mml:mi><mml:mi>G</mml:mi><mml:msub><mml:mrow><mml:mtext mathvariant="bold">v</mml:mtext></mml:mrow><mml:mrow><mml:mi>n</mml:mi></mml:mrow></mml:msub><mml:mo>+</mml:mo><mml:msub><mml:mrow><mml:mtext mathvariant="bold">f</mml:mtext></mml:mrow><mml:mrow><mml:mi>s</mml:mi></mml:mrow></mml:msub><mml:mfrac><mml:mrow><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:mi>G</mml:mi></mml:mrow><mml:mrow><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:mi>n</mml:mi></mml:mrow></mml:mfrac><mml:mo>)</mml:mo></mml:mrow><mml:mrow><mml:mtext>d&#x0393;&#xA0;</mml:mtext></mml:mrow></mml:math></disp-formula>where <italic>G</italic> &#x003D; e<sup>&#x2212;<italic>ikr</italic></sup>(4<italic>&#x03C0;R</italic>)<sup>&#x2212;1</sup> is the Green function. <italic>&#x03C1;</italic> represents the density of an isotropic medium. <italic>R</italic> represents the distance from point <italic>P</italic> inside the structure to a point on the acoustic-structural coupling interface &#x0413;<sub><italic>s</italic></sub>. <italic>&#x03C6;</italic> is the space angle, which is expressed as:
<disp-formula id="eqn-11"><label>(11)</label><mml:math id="mml-eqn-11" display="block"><mml:mrow><mml:mi mathvariant="normal">&#x03C6;</mml:mi></mml:mrow><mml:mo>=</mml:mo><mml:msub><mml:mo>&#x222B;</mml:mo><mml:mrow><mml:mrow><mml:msub><mml:mrow><mml:mi mathvariant="normal">&#x0393;</mml:mi></mml:mrow><mml:mrow><mml:mi>s</mml:mi></mml:mrow></mml:msub></mml:mrow></mml:mrow></mml:msub><mml:mfrac><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:mrow><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:mi>n</mml:mi></mml:mrow></mml:mfrac><mml:mrow><mml:mo>(</mml:mo><mml:mfrac><mml:mn>1</mml:mn><mml:mrow><mml:mn>4</mml:mn><mml:mi>&#x03C0;</mml:mi><mml:mi>R</mml:mi></mml:mrow></mml:mfrac><mml:mo>)</mml:mo></mml:mrow><mml:mrow><mml:mtext>d&#x0393;&#xA0;</mml:mtext></mml:mrow></mml:math></disp-formula></p>
<p>Substituting <xref ref-type="disp-formula" rid="eqn-11">Eq. (11)</xref> into <xref ref-type="disp-formula" rid="eqn-10">Eq. (10)</xref>, it yields the acoustic pressure at any point in the solid structural design domain:
<disp-formula id="eqn-12"><label>(12)</label><mml:math id="mml-eqn-12" display="block"><mml:msub><mml:mi>p</mml:mi><mml:mrow><mml:mi>s</mml:mi><mml:mi>s</mml:mi></mml:mrow></mml:msub><mml:mo>=</mml:mo><mml:msub><mml:mo>&#x222B;</mml:mo><mml:mrow><mml:mrow><mml:msub><mml:mrow><mml:mi mathvariant="normal">&#x0393;</mml:mi></mml:mrow><mml:mrow><mml:mi>s</mml:mi></mml:mrow></mml:msub></mml:mrow></mml:mrow></mml:msub><mml:msup><mml:mrow><mml:mo>(</mml:mo><mml:mfrac><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:mrow><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:mi>n</mml:mi></mml:mrow></mml:mfrac><mml:mrow><mml:mo>(</mml:mo><mml:mfrac><mml:mn>1</mml:mn><mml:mrow><mml:mn>4</mml:mn><mml:mi>&#x03C0;</mml:mi><mml:mi>R</mml:mi></mml:mrow></mml:mfrac><mml:mo>)</mml:mo></mml:mrow><mml:mo>)</mml:mo></mml:mrow><mml:mrow><mml:mo>&#x2212;</mml:mo><mml:mn>1</mml:mn></mml:mrow></mml:msup><mml:mrow><mml:mo>(</mml:mo><mml:mrow><mml:mo>(</mml:mo><mml:msub><mml:mo>&#x222B;</mml:mo><mml:mrow><mml:mrow><mml:msub><mml:mrow><mml:mi mathvariant="normal">&#x0393;</mml:mi></mml:mrow><mml:mrow><mml:mi>s</mml:mi></mml:mrow></mml:msub></mml:mrow></mml:mrow></mml:msub><mml:msubsup><mml:mrow><mml:mtext mathvariant="bold">N</mml:mtext></mml:mrow><mml:mrow><mml:mi>s</mml:mi></mml:mrow><mml:mrow><mml:mrow><mml:mtext>T</mml:mtext></mml:mrow></mml:mrow></mml:msubsup><mml:msub><mml:mrow><mml:mtext mathvariant="bold">n</mml:mtext></mml:mrow><mml:mrow><mml:mi>a</mml:mi></mml:mrow></mml:msub><mml:msub><mml:mrow><mml:mtext mathvariant="bold">N</mml:mtext></mml:mrow><mml:mrow><mml:mi>a</mml:mi></mml:mrow></mml:msub><mml:mi>d</mml:mi><mml:mrow><mml:mi mathvariant="normal">&#x0393;</mml:mi></mml:mrow><mml:mo>)</mml:mo></mml:mrow><mml:mfrac><mml:mrow><mml:mi>&#x03C1;</mml:mi><mml:mo>&#x22C5;</mml:mo><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:mi>G</mml:mi></mml:mrow><mml:mrow><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:mi>n</mml:mi></mml:mrow></mml:mfrac><mml:mo>&#x2212;</mml:mo><mml:mi>i</mml:mi><mml:mi>&#x03C1;</mml:mi><mml:mi>&#x03C9;</mml:mi><mml:mi>G</mml:mi><mml:msub><mml:mrow><mml:mtext mathvariant="bold">v</mml:mtext></mml:mrow><mml:mrow><mml:mi>n</mml:mi></mml:mrow></mml:msub><mml:mo>)</mml:mo></mml:mrow><mml:mrow><mml:mtext>d&#x0393;&#xA0;</mml:mtext></mml:mrow></mml:math></disp-formula></p>
<p>To form a closed system of equations, point <italic>P</italic> traverses all nodes on the acoustic boundary, and the equations for each node are extended and integrated. <xref ref-type="disp-formula" rid="eqn-12">Eq. (12)</xref> is solved using the BEM to obtain the steady boundary equation of the acoustic pressure and displacements:
<disp-formula id="eqn-13"><label>(13)</label><mml:math id="mml-eqn-13" display="block"><mml:mrow><mml:mi mathvariant="normal">&#x03C6;</mml:mi></mml:mrow><mml:mrow><mml:mtext mathvariant="bold">p</mml:mtext></mml:mrow><mml:mo>=</mml:mo><mml:mrow><mml:mtext mathvariant="bold">Gu</mml:mtext></mml:mrow><mml:mo>&#x2212;</mml:mo><mml:mrow><mml:mtext mathvariant="bold">Hp</mml:mtext></mml:mrow></mml:math></disp-formula>where <bold>p</bold> denotes the total number of node pressure amplitudes on the coupled boundary. <bold>&#x03C6;</bold> represents a diagonal matrix formed by the spatial angles at the nodes on the coupling boundary. <bold>G</bold> and <bold>H</bold> represent the overall matrices assembled by each element node of the first and second items at the right end of <xref ref-type="disp-formula" rid="eqn-10">Eq. (10)</xref>, respectively, which are the same as those in <xref ref-type="disp-formula" rid="eqn-6">Eq. (6)</xref>.</p>
<p>The distribution equation of acoustic pressure in the acoustic-structural coupling system is integrated using <xref ref-type="disp-formula" rid="eqn-7">Eqs. (7)</xref> and <xref ref-type="disp-formula" rid="eqn-12">(12)</xref>, which can be expressed as:
<disp-formula id="eqn-14"><label>(14)</label><mml:math id="mml-eqn-14" display="block"><mml:mi>p</mml:mi><mml:mo>=</mml:mo><mml:mrow><mml:mo>{</mml:mo><mml:mtable columnalign="left left" rowspacing="4pt" columnspacing="1em"><mml:mtr><mml:mtd><mml:msub><mml:mo>&#x222B;</mml:mo><mml:mrow><mml:mrow><mml:msub><mml:mrow><mml:mi mathvariant="normal">&#x0393;</mml:mi></mml:mrow><mml:mrow><mml:mi>s</mml:mi></mml:mrow></mml:msub></mml:mrow></mml:mrow></mml:msub><mml:mi>i</mml:mi><mml:mi>&#x03C9;</mml:mi><mml:mrow><mml:mo>[</mml:mo><mml:msup><mml:mrow><mml:mtext mathvariant="bold">g</mml:mtext></mml:mrow><mml:mrow><mml:mrow><mml:mtext>T</mml:mtext></mml:mrow></mml:mrow></mml:msup><mml:mo>&#x2212;</mml:mo><mml:mrow><mml:mo>(</mml:mo><mml:msup><mml:mrow><mml:mtext mathvariant="bold">h</mml:mtext></mml:mrow><mml:mrow><mml:mrow><mml:mtext>T</mml:mtext></mml:mrow></mml:mrow></mml:msup><mml:mo>&#x2212;</mml:mo><mml:msup><mml:mrow><mml:mtext mathvariant="bold">g</mml:mtext></mml:mrow><mml:mrow><mml:mrow><mml:mtext>T</mml:mtext></mml:mrow></mml:mrow></mml:msup><mml:mrow><mml:mtext mathvariant="bold">Y</mml:mtext></mml:mrow><mml:mo>)</mml:mo></mml:mrow><mml:msup><mml:mrow><mml:mo>(</mml:mo><mml:mrow><mml:mtext mathvariant="bold">H</mml:mtext></mml:mrow><mml:mo>&#x2212;</mml:mo><mml:mrow><mml:mtext mathvariant="bold">GY</mml:mtext></mml:mrow><mml:mo>)</mml:mo></mml:mrow><mml:mrow><mml:mo>&#x2212;</mml:mo><mml:mn>1</mml:mn></mml:mrow></mml:msup><mml:mrow><mml:mtext mathvariant="bold">G</mml:mtext></mml:mrow><mml:mo>]</mml:mo></mml:mrow><mml:msup><mml:mrow><mml:mtext mathvariant="bold">A</mml:mtext></mml:mrow><mml:mrow><mml:mo>&#x2212;</mml:mo><mml:mn>1</mml:mn></mml:mrow></mml:msup><mml:mrow><mml:mo>(</mml:mo><mml:mi>&#x03C9;</mml:mi><mml:mo>)</mml:mo></mml:mrow><mml:mrow><mml:mtext mathvariant="bold">f</mml:mtext></mml:mrow><mml:mrow><mml:mo>(</mml:mo><mml:mi>&#x03C9;</mml:mi><mml:mo>)</mml:mo></mml:mrow><mml:mrow><mml:mtext mathvariant="bold">n</mml:mtext></mml:mrow><mml:mrow><mml:mtext>d&#x0393;&#xA0;</mml:mtext></mml:mrow><mml:mo>,</mml:mo></mml:mtd><mml:mtd><mml:mrow><mml:mo>(</mml:mo><mml:mo>&#x2208;</mml:mo><mml:msub><mml:mrow><mml:mi mathvariant="normal">&#x0393;</mml:mi></mml:mrow><mml:mrow><mml:mi>s</mml:mi></mml:mrow></mml:msub><mml:mo>)</mml:mo></mml:mrow></mml:mtd></mml:mtr><mml:mtr><mml:mtd><mml:msub><mml:mo>&#x222B;</mml:mo><mml:mrow><mml:mrow><mml:msub><mml:mrow><mml:mi mathvariant="normal">&#x0393;</mml:mi></mml:mrow><mml:mrow><mml:mi>s</mml:mi></mml:mrow></mml:msub></mml:mrow></mml:mrow></mml:msub><mml:msup><mml:mrow><mml:mo>(</mml:mo><mml:mstyle displaystyle="true" scriptlevel="0"><mml:mfrac><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:mrow><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:mi>n</mml:mi></mml:mrow></mml:mfrac></mml:mstyle><mml:mrow><mml:mo>(</mml:mo><mml:mstyle displaystyle="true" scriptlevel="0"><mml:mfrac><mml:mn>1</mml:mn><mml:mrow><mml:mn>4</mml:mn><mml:mi>&#x03C0;</mml:mi><mml:mi>R</mml:mi></mml:mrow></mml:mfrac></mml:mstyle><mml:mo>)</mml:mo></mml:mrow><mml:mo>)</mml:mo></mml:mrow><mml:mrow><mml:mo>&#x2212;</mml:mo><mml:mn>1</mml:mn></mml:mrow></mml:msup><mml:mrow><mml:mo>(</mml:mo><mml:mrow><mml:mo>(</mml:mo><mml:msub><mml:mo>&#x222B;</mml:mo><mml:mrow><mml:mrow><mml:msub><mml:mrow><mml:mi mathvariant="normal">&#x0393;</mml:mi></mml:mrow><mml:mrow><mml:mi>s</mml:mi></mml:mrow></mml:msub></mml:mrow></mml:mrow></mml:msub><mml:msubsup><mml:mrow><mml:mtext mathvariant="bold">N</mml:mtext></mml:mrow><mml:mrow><mml:mi>s</mml:mi></mml:mrow><mml:mrow><mml:mi>T</mml:mi></mml:mrow></mml:msubsup><mml:msub><mml:mrow><mml:mtext mathvariant="bold">n</mml:mtext></mml:mrow><mml:mrow><mml:mi>a</mml:mi></mml:mrow></mml:msub><mml:msub><mml:mrow><mml:mtext mathvariant="bold">N</mml:mtext></mml:mrow><mml:mrow><mml:mi>a</mml:mi></mml:mrow></mml:msub><mml:mi>d</mml:mi><mml:mrow><mml:mi mathvariant="normal">&#x0393;</mml:mi></mml:mrow><mml:mo>)</mml:mo></mml:mrow><mml:mfrac><mml:mrow><mml:mi>&#x03C1;</mml:mi><mml:mo>&#x22C5;</mml:mo><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:mi>G</mml:mi></mml:mrow><mml:mrow><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:mi>n</mml:mi></mml:mrow></mml:mfrac><mml:mo>&#x2212;</mml:mo><mml:mi>i</mml:mi><mml:mi>&#x03C1;</mml:mi><mml:mi>&#x03C9;</mml:mi><mml:mi>G</mml:mi><mml:msub><mml:mrow><mml:mtext mathvariant="bold">v</mml:mtext></mml:mrow><mml:mrow><mml:mi>n</mml:mi></mml:mrow></mml:msub><mml:mo>)</mml:mo></mml:mrow><mml:mrow><mml:mtext>d&#x0393;&#xA0;</mml:mtext></mml:mrow><mml:mo>,</mml:mo></mml:mtd><mml:mtd><mml:mrow><mml:mo>(</mml:mo><mml:mo>&#x2208;</mml:mo><mml:msub><mml:mrow><mml:mi mathvariant="normal">&#x03A9;</mml:mi></mml:mrow><mml:mrow><mml:mi>s</mml:mi></mml:mrow></mml:msub><mml:mo>)</mml:mo></mml:mrow></mml:mtd></mml:mtr></mml:mtable><mml:mo fence="true" stretchy="true" symmetric="true"></mml:mo></mml:mrow></mml:math></disp-formula></p>
<p>The acoustic pressure distribution equation shown in <xref ref-type="disp-formula" rid="eqn-14">Eq. (14)</xref> is a nonlinear equation group, which is analyzed using nonlinear finite element theory. Hence, the FEM is used to analyze the structural response and the BEM is used to address the acoustic radiation problem in this work.</p>
</sec>
<sec id="s3">
<label>3</label>
<title>Topology Optimization of PMAM</title>
<sec id="s3_1">
<label>3.1</label>
<title>Modeling for Topology Optimization</title>
<p>The main purpose of this section is to design the primary structural configuration and its corresponding acoustic characteristics with the help of topology optimization [<xref ref-type="bibr" rid="ref-23">23</xref>,<xref ref-type="bibr" rid="ref-25">25</xref>,<xref ref-type="bibr" rid="ref-48">48</xref>]. For convenience, the following assumptions are made: (1) the acoustic structure dimensions are much smaller with respect to the acoustic wavelength for the subwavelength structures, which are more prone to reflection and refraction; (2) the reference points and integration boundaries in acoustic analysis remain unchanged in topological optimization iterative design [<xref ref-type="bibr" rid="ref-49">49</xref>]. Then, the sound pressure level (SPL) minimization of solid structures in the ASI system is taken as the objective function in this study. A corresponding topology optimization model can be established based on the SIMP method and combined with a projection basis filter [<xref ref-type="bibr" rid="ref-50">50</xref>]:
<disp-formula id="eqn-15"><label>(15)</label><mml:math id="mml-eqn-15" display="block"><mml:mtable columnalign="left left" rowspacing="4pt" columnspacing="1em"><mml:mtr><mml:mtd><mml:mrow><mml:mtext>Find</mml:mtext></mml:mrow><mml:mo>&#x003A;</mml:mo></mml:mtd><mml:mtd><mml:mrow><mml:mtext mathvariant="bold">X</mml:mtext></mml:mrow><mml:mo>=</mml:mo><mml:msup><mml:mrow><mml:mo>[</mml:mo><mml:msub><mml:mi>x</mml:mi><mml:mrow><mml:mn>1</mml:mn></mml:mrow></mml:msub><mml:mo>,</mml:mo><mml:msub><mml:mi>x</mml:mi><mml:mrow><mml:mn>2</mml:mn></mml:mrow></mml:msub><mml:mo>,</mml:mo><mml:mo>&#x2026;</mml:mo><mml:mo>,</mml:mo><mml:msub><mml:mi>x</mml:mi><mml:mrow><mml:mi>n</mml:mi></mml:mrow></mml:msub><mml:mo>]</mml:mo></mml:mrow><mml:mrow><mml:mrow><mml:mtext>T</mml:mtext></mml:mrow></mml:mrow></mml:msup></mml:mtd></mml:mtr><mml:mtr><mml:mtd><mml:mrow><mml:mtext>Min</mml:mtext></mml:mrow><mml:mo>&#x003A;</mml:mo></mml:mtd><mml:mtd><mml:mrow><mml:mo>{</mml:mo><mml:mi>p</mml:mi><mml:mo>}</mml:mo></mml:mrow></mml:mtd></mml:mtr><mml:mtr><mml:mtd><mml:mrow><mml:mtext>S</mml:mtext></mml:mrow><mml:mo>.</mml:mo><mml:mrow><mml:mtext>T</mml:mtext></mml:mrow><mml:mo>.</mml:mo><mml:mo>&#x003A;</mml:mo></mml:mtd><mml:mtd><mml:mrow><mml:mtext mathvariant="bold">f</mml:mtext></mml:mrow><mml:mo>=</mml:mo><mml:mrow><mml:mtext mathvariant="bold">Au</mml:mtext></mml:mrow></mml:mtd></mml:mtr><mml:mtr><mml:mtd /><mml:mtd><mml:mrow><mml:mi mathvariant="normal">&#x03C6;</mml:mi></mml:mrow><mml:mrow><mml:mtext mathvariant="bold">p</mml:mtext></mml:mrow><mml:mo>=</mml:mo><mml:mrow><mml:mtext mathvariant="bold">Gu</mml:mtext></mml:mrow><mml:mo>&#x2212;</mml:mo><mml:mrow><mml:mtext mathvariant="bold">Hp</mml:mtext></mml:mrow></mml:mtd></mml:mtr><mml:mtr><mml:mtd /><mml:mtd><mml:munderover><mml:mo>&#x2211;</mml:mo><mml:mrow><mml:mi>i</mml:mi><mml:mo>=</mml:mo><mml:mn>1</mml:mn></mml:mrow><mml:mrow><mml:mi>n</mml:mi></mml:mrow></mml:munderover><mml:msub><mml:mi>x</mml:mi><mml:mrow><mml:mi>i</mml:mi></mml:mrow></mml:msub><mml:msub><mml:mi>v</mml:mi><mml:mrow><mml:mi>i</mml:mi></mml:mrow></mml:msub><mml:mo>&#x2212;</mml:mo><mml:mi>&#x03B1;</mml:mi><mml:mi>V</mml:mi><mml:mo>&#x2264;</mml:mo><mml:mn>0</mml:mn></mml:mtd></mml:mtr><mml:mtr><mml:mtd /><mml:mtd><mml:mn>0</mml:mn><mml:mo>&#x2264;</mml:mo><mml:msub><mml:mi>x</mml:mi><mml:mrow><mml:mo movablelimits="true" form="prefix">min</mml:mo></mml:mrow></mml:msub><mml:mo>&#x2264;</mml:mo><mml:msub><mml:mi>x</mml:mi><mml:mrow><mml:mi>i</mml:mi></mml:mrow></mml:msub><mml:mo>&#x2264;</mml:mo><mml:mn>1</mml:mn><mml:mo>,</mml:mo><mml:mrow><mml:mo>(</mml:mo><mml:mi>i</mml:mi><mml:mo>=</mml:mo><mml:mn>1</mml:mn><mml:mo>,</mml:mo><mml:mn>2</mml:mn><mml:mo>,</mml:mo><mml:mn>3</mml:mn><mml:mo>,</mml:mo><mml:mo>&#x2026;</mml:mo><mml:mo>,</mml:mo><mml:mi>n</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:mtd></mml:mtr></mml:mtable></mml:math></disp-formula>where <italic>x</italic><sub><italic>i</italic></sub> is an optimization variable in the optimization model, representing the finite element relative density. <italic>v</italic><sub><italic>i</italic></sub> represents the finite element relative volume. <italic>&#x03B1;</italic> represents the maximum volume fraction. <italic>V</italic> denotes the overall space volume of the structural design space. <italic>x</italic><sub>min</sub> is the minimum material density taken as 0.001 (non-zero to avoid singularity).</p>
<p>The sensitivities of the first two constraint functions in <xref ref-type="disp-formula" rid="eqn-15">Eq. (15)</xref> can be directly calculated by taking the derivative of the design variable <bold>X</bold>:
<disp-formula id="eqn-16"><label>(16)</label><mml:math id="mml-eqn-16" display="block"><mml:mfrac><mml:mrow><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:mrow><mml:mtext mathvariant="bold">f</mml:mtext></mml:mrow></mml:mrow><mml:mrow><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:mrow><mml:mtext mathvariant="bold">X</mml:mtext></mml:mrow></mml:mrow></mml:mfrac><mml:mo>=</mml:mo><mml:mfrac><mml:mrow><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:mrow><mml:mtext mathvariant="bold">A</mml:mtext></mml:mrow></mml:mrow><mml:mrow><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:mrow><mml:mtext mathvariant="bold">X</mml:mtext></mml:mrow></mml:mrow></mml:mfrac><mml:mrow><mml:mtext mathvariant="bold">u</mml:mtext></mml:mrow><mml:mo>+</mml:mo><mml:mrow><mml:mtext mathvariant="bold">A</mml:mtext></mml:mrow><mml:mfrac><mml:mrow><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:mrow><mml:mtext mathvariant="bold">u</mml:mtext></mml:mrow></mml:mrow><mml:mrow><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:mrow><mml:mtext mathvariant="bold">X</mml:mtext></mml:mrow></mml:mrow></mml:mfrac></mml:math></disp-formula>
<disp-formula id="eqn-17"><label>(17)</label><mml:math id="mml-eqn-17" display="block"><mml:mrow><mml:mi mathvariant="normal">&#x03C6;</mml:mi></mml:mrow><mml:mfrac><mml:mrow><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:mrow><mml:mtext mathvariant="bold">p</mml:mtext></mml:mrow></mml:mrow><mml:mrow><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:mrow><mml:mtext mathvariant="bold">X</mml:mtext></mml:mrow></mml:mrow></mml:mfrac><mml:mo>+</mml:mo><mml:mfrac><mml:mrow><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:mrow><mml:mi mathvariant="normal">&#x03C6;</mml:mi></mml:mrow></mml:mrow><mml:mrow><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:mrow><mml:mtext mathvariant="bold">X</mml:mtext></mml:mrow></mml:mrow></mml:mfrac><mml:mrow><mml:mtext mathvariant="bold">p</mml:mtext></mml:mrow><mml:mo>=</mml:mo><mml:mfrac><mml:mrow><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:mrow><mml:mtext mathvariant="bold">G</mml:mtext></mml:mrow></mml:mrow><mml:mrow><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:mrow><mml:mtext mathvariant="bold">X</mml:mtext></mml:mrow></mml:mrow></mml:mfrac><mml:mrow><mml:mtext mathvariant="bold">u</mml:mtext></mml:mrow><mml:mo>+</mml:mo><mml:mrow><mml:mtext mathvariant="bold">G</mml:mtext></mml:mrow><mml:mfrac><mml:mrow><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:mrow><mml:mtext mathvariant="bold">u</mml:mtext></mml:mrow></mml:mrow><mml:mrow><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:mrow><mml:mtext mathvariant="bold">X</mml:mtext></mml:mrow></mml:mrow></mml:mfrac><mml:mo>&#x2212;</mml:mo><mml:mfrac><mml:mrow><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:mrow><mml:mtext mathvariant="bold">H</mml:mtext></mml:mrow></mml:mrow><mml:mrow><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:mrow><mml:mtext mathvariant="bold">X</mml:mtext></mml:mrow></mml:mrow></mml:mfrac><mml:mrow><mml:mtext mathvariant="bold">p</mml:mtext></mml:mrow><mml:mo>&#x2212;</mml:mo><mml:mrow><mml:mtext mathvariant="bold">H</mml:mtext></mml:mrow><mml:mfrac><mml:mrow><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:mrow><mml:mtext mathvariant="bold">p</mml:mtext></mml:mrow></mml:mrow><mml:mrow><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:mrow><mml:mtext mathvariant="bold">X</mml:mtext></mml:mrow></mml:mrow></mml:mfrac></mml:math></disp-formula></p>
<p>Given that the size of the solid structure is much smaller than the wavelength of the acoustic wave, we have &#x2202;<bold>f</bold>/&#x2202;<bold>X</bold> &#x003D; 0. Thus, <xref ref-type="disp-formula" rid="eqn-16">Eq. (16)</xref> can be transformed into the following expression:
<disp-formula id="eqn-18"><label>(18)</label><mml:math id="mml-eqn-18" display="block"><mml:mfrac><mml:mrow><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:mrow><mml:mtext mathvariant="bold">A</mml:mtext></mml:mrow></mml:mrow><mml:mrow><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:mrow><mml:mtext mathvariant="bold">X</mml:mtext></mml:mrow></mml:mrow></mml:mfrac><mml:mrow><mml:mtext mathvariant="bold">u</mml:mtext></mml:mrow><mml:mo>=</mml:mo><mml:mo>&#x2212;</mml:mo><mml:mrow><mml:mtext mathvariant="bold">A</mml:mtext></mml:mrow><mml:mfrac><mml:mrow><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:mrow><mml:mtext mathvariant="bold">u</mml:mtext></mml:mrow></mml:mrow><mml:mrow><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:mrow><mml:mtext mathvariant="bold">X</mml:mtext></mml:mrow></mml:mrow></mml:mfrac></mml:math></disp-formula></p>
<p>By substituting <xref ref-type="disp-formula" rid="eqn-3">Eq. (3)</xref> into <xref ref-type="disp-formula" rid="eqn-18">Eq. (18)</xref>, it yields:
<disp-formula id="eqn-19"><label>(19)</label><mml:math id="mml-eqn-19" display="block"><mml:mfrac><mml:mrow><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:mrow><mml:mtext mathvariant="bold">A</mml:mtext></mml:mrow></mml:mrow><mml:mrow><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:mrow><mml:mtext mathvariant="bold">X</mml:mtext></mml:mrow></mml:mrow></mml:mfrac><mml:mo>=</mml:mo><mml:mfrac><mml:mrow><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:mrow><mml:mtext mathvariant="bold">K</mml:mtext></mml:mrow></mml:mrow><mml:mrow><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:mrow><mml:mtext mathvariant="bold">X</mml:mtext></mml:mrow></mml:mrow></mml:mfrac><mml:mo>&#x2212;</mml:mo><mml:msup><mml:mi>&#x03C9;</mml:mi><mml:mrow><mml:mn>2</mml:mn></mml:mrow></mml:msup><mml:mfrac><mml:mrow><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:mrow><mml:mtext mathvariant="bold">M</mml:mtext></mml:mrow></mml:mrow><mml:mrow><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:mrow><mml:mtext mathvariant="bold">X</mml:mtext></mml:mrow></mml:mrow></mml:mfrac></mml:math></disp-formula></p>
<p><xref ref-type="disp-formula" rid="eqn-19">Eq. (19)</xref> represents the sensitivity of the dynamic frequency response. Then, by substituting <xref ref-type="disp-formula" rid="eqn-17">Eq. (17)</xref> into <xref ref-type="disp-formula" rid="eqn-18">Eq. (18)</xref>, we can have:
<disp-formula id="eqn-20"><label>(20)</label><mml:math id="mml-eqn-20" display="block"><mml:mrow><mml:mo>(</mml:mo><mml:mrow><mml:mtext mathvariant="bold">G</mml:mtext></mml:mrow><mml:mo>+</mml:mo><mml:mrow><mml:mtext mathvariant="bold">H</mml:mtext></mml:mrow><mml:mo>)</mml:mo></mml:mrow><mml:mfrac><mml:mrow><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:mrow><mml:mtext mathvariant="bold">P</mml:mtext></mml:mrow></mml:mrow><mml:mrow><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:mrow><mml:mtext mathvariant="bold">X</mml:mtext></mml:mrow></mml:mrow></mml:mfrac><mml:mo>+</mml:mo><mml:mrow><mml:mo>(</mml:mo><mml:mfrac><mml:mrow><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:mrow><mml:mtext mathvariant="bold">H</mml:mtext></mml:mrow></mml:mrow><mml:mrow><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:mrow><mml:mtext mathvariant="bold">X</mml:mtext></mml:mrow></mml:mrow></mml:mfrac><mml:mo>+</mml:mo><mml:mfrac><mml:mrow><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:mrow><mml:mtext mathvariant="bold">G</mml:mtext></mml:mrow></mml:mrow><mml:mrow><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:mrow><mml:mtext mathvariant="bold">X</mml:mtext></mml:mrow></mml:mrow></mml:mfrac><mml:mo>)</mml:mo></mml:mrow><mml:mrow><mml:mtext mathvariant="bold">p</mml:mtext></mml:mrow><mml:mo>=</mml:mo><mml:mrow><mml:mtext mathvariant="bold">G</mml:mtext></mml:mrow><mml:mfrac><mml:mrow><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:mrow><mml:mtext mathvariant="bold">u</mml:mtext></mml:mrow></mml:mrow><mml:mrow><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:mrow><mml:mtext mathvariant="bold">X</mml:mtext></mml:mrow></mml:mrow></mml:mfrac><mml:mo>&#x2212;</mml:mo><mml:msup><mml:mrow><mml:mtext mathvariant="bold">A</mml:mtext></mml:mrow><mml:mrow><mml:mo>&#x2212;</mml:mo><mml:mn>1</mml:mn></mml:mrow></mml:msup><mml:mfrac><mml:mrow><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:mrow><mml:mtext mathvariant="bold">A</mml:mtext></mml:mrow></mml:mrow><mml:mrow><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:mrow><mml:mtext mathvariant="bold">X</mml:mtext></mml:mrow></mml:mrow></mml:mfrac><mml:mfrac><mml:mrow><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:mrow><mml:mtext mathvariant="bold">G</mml:mtext></mml:mrow></mml:mrow><mml:mrow><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:mrow><mml:mtext mathvariant="bold">X</mml:mtext></mml:mrow></mml:mrow></mml:mfrac><mml:mrow><mml:mtext mathvariant="bold">u</mml:mtext></mml:mrow></mml:math></disp-formula></p>
<p>Since the reference points and integration boundaries remain unchanged during optimization, &#x2202;<bold>G</bold>/&#x2202;<bold>X</bold> and &#x2202;<bold>H</bold>/&#x2202;<bold>X</bold> are equal to zero. Thus, <xref ref-type="disp-formula" rid="eqn-20">Eq. (20)</xref> can be converted into the following expression.
<disp-formula id="eqn-21"><label>(21)</label><mml:math id="mml-eqn-21" display="block"><mml:mfrac><mml:mrow><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:mrow><mml:mtext mathvariant="bold">p</mml:mtext></mml:mrow></mml:mrow><mml:mrow><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:mrow><mml:mtext mathvariant="bold">X</mml:mtext></mml:mrow></mml:mrow></mml:mfrac><mml:mo>=</mml:mo><mml:mfrac><mml:mrow><mml:mtext mathvariant="bold">G</mml:mtext></mml:mrow><mml:mrow><mml:mrow><mml:mtext mathvariant="bold">G</mml:mtext></mml:mrow><mml:mo>+</mml:mo><mml:mrow><mml:mtext mathvariant="bold">H</mml:mtext></mml:mrow></mml:mrow></mml:mfrac><mml:mfrac><mml:mrow><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:mrow><mml:mtext mathvariant="bold">u</mml:mtext></mml:mrow></mml:mrow><mml:mrow><mml:mi mathvariant="normal">&#x2202;</mml:mi><mml:mrow><mml:mtext mathvariant="bold">X</mml:mtext></mml:mrow></mml:mrow></mml:mfrac></mml:math></disp-formula></p>
<p><xref ref-type="disp-formula" rid="eqn-21">Eq. (21)</xref> denotes the sensitivity of the acoustic pressure of this optimization model. In this study, the derivative of <bold>u</bold> with respect to <bold>X</bold> is computed by the so-called adjoint variable method [<xref ref-type="bibr" rid="ref-49">49</xref>]. After obtaining the sensitivity information, the topology optimization formulation can be solved by the optimality criterion algorithm [<xref ref-type="bibr" rid="ref-13">13</xref>,<xref ref-type="bibr" rid="ref-51">51</xref>,<xref ref-type="bibr" rid="ref-52">52</xref>], which is widely accepted in the community of topology optimization.</p>
</sec>
<sec id="s3_2">
<label>3.2</label>
<title>Topology Optimization Design</title>
<p>The ASI system is assumed to be a bounded and closed system, its relative position and dimensions are shown in <xref ref-type="fig" rid="fig-1">Fig. 1</xref>. <xref ref-type="fig" rid="fig-1">Fig. 1a</xref>,<xref ref-type="fig" rid="fig-1">b</xref> is the 3D and plan schematic diagrams, respectively. The solid part represents the PMAM in the ASI system. Surfaces A and B are two opposite faces of the PMAM. Herein, A is the surface where the acoustic wave impacts. Its structural parameters primarily affect the noise consumption capacity. Meanwhile, B is the structural function surface, and its structural parameters affect the noise reduction performance. In this study, the specific optimization objective is to obtain PMAM with the lowest sound pressure level (SPL) in the ASI system. According to the acoustic pressure expression in <xref ref-type="disp-formula" rid="eqn-14">Eq. (14)</xref>, the objective function of topology optimization is minimizing the SPL of surface B, which can reflect the noise filtering level of the PMAM. The primary parameters of the ASI system are shown in <xref ref-type="table" rid="table-1">Table 1</xref>.</p>
<fig id="fig-1">
<label>Figure 1</label>
<caption>
<title>ASI system: (<bold>a</bold>) 3D diagram (<bold>b</bold>) plan schematic diagram</title>
</caption>
<graphic mimetype="image" mime-subtype="tif" xlink:href="CMC_67761-fig-1.tif"/>
</fig><table-wrap id="table-1">
<label>Table 1</label>
<caption>
<title>Primary parameters of the ASI system</title>
</caption>
<table>
<colgroup>
<col/>
<col/>
<col/>
<col/>
</colgroup>
<tbody>
<tr>
<td rowspan="2">Solid</td>
<td>Young&#x2019;s Modulus</td>
<td>Density</td>
<td>Poisson&#x2019;s ratio</td>
</tr>
<tr>
<td>2.2 GPa</td>
<td>1120 kg/m<sup>3</sup></td>
<td>0.394</td>
</tr>
<tr>
<td rowspan="2">Acoustic (20&#x00B0;C)</td>
<td>Speed</td>
<td>Density</td>
<td></td>
</tr>
<tr>
<td>344 m/s</td>
<td>1.29 kg/m<sup>3</sup></td>
<td></td>
</tr>
</tbody>
</table>
</table-wrap>
	
<p>In this study, the solid region in <xref ref-type="fig" rid="fig-1">Fig. 1</xref> is assumed to be filled with uniform metamaterial microstructures. Thus, in the conceptual design phase using topology optimization, we simplify the solid structure in the ASI system as a planar structure. The 2D structure design domain is discretized by 100 &#x00D7; 100 quadrangle FEs. The volume fraction constraint is defined as 60%. The stimulated SPL is maintained at 70 dB. The initial design is completely solid, and the topology optimization iteration takes 82 steps to converge to an optimized design. The iterative history and several typical designs during the optimization process are plotted in <xref ref-type="fig" rid="fig-2">Fig. 2</xref>.</p>
<fig id="fig-2">
<label>Figure 2</label>
<caption>
<title>Iteration history of topology optimization</title>
</caption>
<graphic mimetype="image" mime-subtype="tif" xlink:href="CMC_67761-fig-2.tif"/>
</fig>
<p>As can be seen from <xref ref-type="fig" rid="fig-2">Fig. 2</xref>, the topologically optimized design (82th step) has several holes compared with the initial solid design (1st step). This characteristic facilitates the diffraction of acoustic waves during the propagation process and the friction of the cavity wall to consume energy. Hence, the sound absorption and noise reduction abilities of the PMAM can be improved. As shown in <xref ref-type="fig" rid="fig-2">Fig. 2</xref>, the SPL of the initial structure is 66.31 dB. The SPL of the optimized structure is 60.83 dB, with a drop of 8.26%. Furthermore, the material usage of the optimized design is 40% less than that of the initial design. Therefore, a 2D conceptual design of lightweight PMAM can be obtained using the topology optimization design. To strengthen the sound absorption ability of the PMAM, it is necessary to optimize the structure parameters to achieve a detailed design with the manufacturable features.</p>
</sec>
</sec>
<sec id="s4">
<label>4</label>
<title>SM-Based Parameter Optimization for PMAM</title>
<sec id="s4_1">
<label>4.1</label>
<title>Parametric Modeling</title>
<p>Parameter optimization of the 3D PMAM based on the conceptual design of topology optimization is performed to enhance its sound absorption and noise reduction performance. First, the 2D configuration obtained through topology optimization is remodelled, as shown in <xref ref-type="fig" rid="fig-3">Fig. 3a</xref>. Then, the remodelled structure in <xref ref-type="fig" rid="fig-3">Fig. 3a</xref> is taken as the cross-sectional shape of a 3D porous PMAM with the 10 &#x00D7; 10 periodicity, as shown in <xref ref-type="fig" rid="fig-3">Fig. 3b</xref>. The porous structure has many repeated unit cells, which exhibit excellent noise reduction and sound absorption properties. Finally, the 3D porous PMAM in <xref ref-type="fig" rid="fig-3">Fig. 3c</xref> is obtained by stretching the 2D structure in <xref ref-type="fig" rid="fig-3">Fig. 3b</xref>. As shown in <xref ref-type="fig" rid="fig-4">Fig. 4</xref>, the parameter settings for the structured unit cell reflect the dimensions of the entire 3D PMAM structure. <xref ref-type="table" rid="table-2">Table 2</xref> shows the range of values for the main design parameters of the optimized model. Additionally, setting a1 &#x003E; a2, h1 &#x003E; h2 is necessary due to the application requirement. In both literature and engineering [<xref ref-type="bibr" rid="ref-53">53</xref>&#x2013;<xref ref-type="bibr" rid="ref-56">56</xref>], the tapered acoustic surficial slope of the main channel is one of the key parameters to control the sound pressure along the Z direction. Therefore, we considered these parameters when constructing the parametric design model. Referring to the above literature and relevant values in engineering, we gave a range of values for the slope of the conical acoustic surface of the main channel in this study.</p>
<fig id="fig-3">
<label>Figure 3</label>
<caption>
<title>Parametric modelling process for 3D PMAM (<bold>a</bold>) remodelled 2D configuration (<bold>b</bold>) cross-sectional shape of PMAM (<bold>c</bold>) 3D porous PMAM</title>
</caption>
<graphic mimetype="image" mime-subtype="tif" xlink:href="CMC_67761-fig-3.tif"/>
</fig><fig id="fig-4">
<label>Figure 4</label>
<caption>
<title>Parameters of PMAM (<bold>a</bold>) parametric definition of cross-sectional size (<bold>b</bold>) parametric definition in the third dimension</title>
</caption>
<graphic mimetype="image" mime-subtype="tif" xlink:href="CMC_67761-fig-4.tif"/>
</fig><table-wrap id="table-2">
<label>Table 2</label>
<caption>
<title>The range of values for the main design parameters of the optimized model</title>
</caption>
<table>
<colgroup>
<col/>
<col/>
<col/>
<col/>
<col/>
</colgroup>
<tbody>
<tr>
<td>Parameters</td>
<td align="center">Width of main channel opening <italic>a</italic>1 (mm)</td>
<td align="center">Height of main channel opening <italic>h</italic>1 (mm)</td>
<td align="center">Wall thickness of main channel opening <italic>t</italic>1 (mm)</td>
<td align="center">Depth of main channel <italic>d</italic>1 (mm)</td>
</tr>
<tr>
<td>Value range</td>
<td>(5, 15)</td>
<td>(5, 15)</td>
<td>(5, 15)</td>
<td>(80, 250)</td>
</tr>
<tr>
<td>Parameters</td>
<td>Width of ring channel opening <italic>a</italic>2 (mm)</td>
<td>Height of ring channel opening <italic>h</italic>2 (mm)</td>
<td>Wall thickness of ring channel opening <italic>t</italic>2 (mm)</td>
<td>Depth of ring channel <italic>d</italic>2 (mm)</td>
</tr>
<tr>
<td>Value range</td>
<td>(2, 10)</td>
<td>(2, 10)</td>
<td>(10, 20)</td>
<td>(80, 250)</td>
</tr>
<tr>
<td>Parameters</td>
<td>Tapered acoustic surficial slope of main channel <italic>&#x03B1;</italic>1</td>
<td>Tapered acoustic surficial slope of ring channel <italic>&#x03B1;</italic>2</td>
<td>Height of outer axial H (mm)</td>
<td></td>
</tr>
<tr>
<td>Value range</td>
<td>(0&#x00B0;, 30&#x00B0;)</td>
<td>(0&#x00B0;, 30&#x00B0;)</td>
<td>(100, 250)</td>
<td></td>
</tr>
</tbody>
</table>
</table-wrap>
</sec>
<sec id="s4_2">
<label>4.2</label>
<title>Detailed Optimization Based on SM</title>
<p>Parameter optimization is a key element for the proposed optimization design scheme. The accuracy and efficiency of the parameter optimization directly determine the effectiveness of the proposed scheme. In this study, the parameter optimization of acoustic metamaterials is realized based on the SM. The deformation of a solid structure in the ASI system is a complex elastoplastic process with strong geometric, physical, and boundary nonlinearity. Hence, it is extremely difficult to obtain the strains that are essential for the optimization. SM, based on statistical theory, can construct the explicit function relationship of the complex objective function in a multidimensional design space. The explicit function can significantly reduce the difficulty of structural strain calculation, and thus help to efficiently solve the concerned nonlinear optimization problem.</p>
<p>In the actual design process, if all the microstructures are subjected to finite element analysis, not only will a lot of time be wasted repeating on the setting of boundary conditions, but also each analysis may take several minutes. This will undoubtedly bring a large amount of computational cost. In contrast, by using the SM, the response of the positional points can be predicted by performing only the finite element analysis of the sample points. By training the SM model in advance, we can get the required structural performance results in a few seconds. Compared to repetitive finite element analyses, SM models provide an exponential increase in efficiency.</p>
<p>The core of SM is to use as few initial model solutions as possible to build an alternative model that is as accurate as possible. The essence of SM is to use the response value of sample points in the experimental design to predict the response value of unknown points in the design space. Therefore, we can construct an approximate relationship (i.e., the so-called SM) of input-output parameters with only a little precomputation. The accuracy and efficiency of the optimization can be guaranteed. <xref ref-type="fig" rid="fig-5">Fig. 5</xref> shows a typical flowchart of SM for the parametric design of PMAM.</p>
<fig id="fig-5">
<label>Figure 5</label>
<caption>
<title>Flow chart of SM for PMAM</title>
</caption>
<graphic mimetype="image" mime-subtype="tif" xlink:href="CMC_67761-fig-5.tif"/>
</fig>
<p>This study combines the adaptive weight method with the Kriging interpolation model, which can effectively avoid SM being stuck in a local optimum solution. In doing so, the global and local search capabilities of the optimization algorithm are also improved. Based on the Kriging model, the association equation between the design variables (<bold>X</bold> &#x003D; [<italic>x</italic><sub>1</sub>, <italic>x</italic><sub>2</sub>, &#x2026;, <italic>x</italic><sub><italic>m</italic></sub>]<sup>T</sup>, <italic>x<sub>i</sub></italic> &#x2208; R<sup>n</sup>) and the response dependent variables (<italic>Y</italic> &#x003D; [<italic>y<sub>1</sub></italic>, <italic>y<sub>2</sub></italic>, &#x2026;, <italic>y<sub>m</sub></italic>]<sup>T</sup>, <italic>y<sub>i</sub></italic> &#x2208; <italic>R<sup>q</sup></italic>) in the system could be represented by the equation below:</p>
<p><disp-formula id="eqn-22"><label>(22)</label><mml:math id="mml-eqn-22" display="block"><mml:mi>Y</mml:mi><mml:mrow><mml:mo>(</mml:mo><mml:mrow><mml:mtext mathvariant="bold">X</mml:mtext></mml:mrow><mml:mo>)</mml:mo></mml:mrow><mml:mo>=</mml:mo><mml:mi>Z</mml:mi><mml:mrow><mml:mo>(</mml:mo><mml:mrow><mml:mtext mathvariant="bold">X</mml:mtext></mml:mrow><mml:mo>)</mml:mo></mml:mrow><mml:mo>+</mml:mo><mml:mrow><mml:mtext>g</mml:mtext></mml:mrow><mml:mrow><mml:mo>(</mml:mo><mml:mrow><mml:mtext mathvariant="bold">X</mml:mtext></mml:mrow><mml:mo>)</mml:mo></mml:mrow></mml:math></disp-formula>among these, <italic>Z</italic>(<bold>X</bold>) follows an independent and identically distributed distribution and represents a systematic bias. It has the following statistical properties: <italic>Var</italic>[<italic>Z</italic>(<bold>X</bold>)] &#x003D; <italic>&#x03C3;</italic><sup>2</sup>, E[<italic>Z</italic>(<bold>X</bold>)] &#x003D; 0, cov[<italic>Z</italic>(<italic>x</italic><sub><italic>i</italic></sub>), <italic>Z</italic>(<italic>x</italic><sub><italic>j</italic></sub>)] &#x003D; <italic>&#x03C3;</italic><sup>2</sup><italic>R</italic>(<italic>c</italic>, <italic>x</italic><sub><italic>i</italic>,</sub> <italic>x</italic><sub><italic>j</italic></sub>), where <italic>x</italic><sub><italic>i</italic></sub> and <italic>x</italic><sub><italic>j</italic></sub> are any two sample points. Meanwhile, g(<bold>X</bold>) &#x003D; [<italic>g</italic><sub>1</sub>(<bold>X</bold>), <italic>g</italic><sub>2</sub>(<bold>X</bold>), &#x2026;, <italic>g</italic><sub><italic>k</italic></sub>(<bold>X</bold>)]<sup>T</sup> is the deterministic component. It could be represented by using <italic>k</italic> known regression functions. Here, <italic>&#x03C3;</italic><sup>2</sup> denotes the process variance. <italic>R</italic>(<italic>c</italic>, <italic>x</italic><sub><italic>i</italic>,</sub> <italic>x</italic><sub><italic>j</italic></sub>) denotes a spatial correlation function containing the parameter <italic>c</italic>, such as the Gaussian function <italic>R</italic>(<bold>X</bold>) &#x003D; exp(&#x2212;<bold>X</bold><sup>2</sup>/<italic>c</italic><sup>2</sup>), etc. Moreover, the parameter <italic>c</italic> is solved with the following equation:</p>
<p><disp-formula id="eqn-23"><label>(23)</label><mml:math id="mml-eqn-23" display="block"><mml:mo movablelimits="true" form="prefix">min</mml:mo><mml:mrow><mml:mo>{</mml:mo><mml:mrow><mml:mi mathvariant="normal">&#x03C6;</mml:mi></mml:mrow><mml:mrow><mml:mo>(</mml:mo><mml:mi>c</mml:mi><mml:mo>)</mml:mo></mml:mrow><mml:mo>=</mml:mo><mml:mo>&#x2212;</mml:mo><mml:mrow><mml:mo>(</mml:mo><mml:mi>ln</mml:mi><mml:mo>&#x2061;</mml:mo><mml:mrow><mml:mo>|</mml:mo><mml:mrow><mml:mtext mathvariant="bold">R</mml:mtext></mml:mrow><mml:mo>|</mml:mo></mml:mrow><mml:mo>+</mml:mo><mml:mi>m</mml:mi><mml:mi>ln</mml:mi><mml:mo>&#x2061;</mml:mo><mml:msup><mml:mi>&#x03C3;</mml:mi><mml:mrow><mml:mn>2</mml:mn></mml:mrow></mml:msup><mml:mo>)</mml:mo></mml:mrow><mml:mrow><mml:mo>/</mml:mo></mml:mrow><mml:mn>2</mml:mn><mml:mo>}</mml:mo></mml:mrow></mml:math></disp-formula>where <bold>R</bold> is the relevance matrix. By linearly weighting and interpolating the response dependent variable <italic>y</italic><sub><italic>i</italic></sub> based on the independent variable <italic>x</italic><sub><italic>i</italic></sub> of the sample points, the response dependent variable of the measurement point <bold>X</bold> can be calculated as follows:</p>
<p><disp-formula id="eqn-24"><label>(24)</label><mml:math id="mml-eqn-24" display="block"><mml:mrow><mml:mover><mml:mi>Y</mml:mi><mml:mo stretchy="false">&#x005E;</mml:mo></mml:mover></mml:mrow><mml:mrow><mml:mo>(</mml:mo><mml:mrow><mml:mtext mathvariant="bold">X</mml:mtext></mml:mrow><mml:mo>)</mml:mo></mml:mrow><mml:mo>=</mml:mo><mml:mrow><mml:mtext mathvariant="bold">w</mml:mtext></mml:mrow><mml:msup><mml:mrow><mml:mo>(</mml:mo><mml:mrow><mml:mtext mathvariant="bold">X</mml:mtext></mml:mrow><mml:mo>)</mml:mo></mml:mrow><mml:mrow><mml:mrow><mml:mtext>T</mml:mtext></mml:mrow></mml:mrow></mml:msup><mml:mrow><mml:mtext mathvariant="bold">Y</mml:mtext></mml:mrow></mml:math></disp-formula>where <bold>w(X)</bold> &#x003D; [<italic>w</italic><sub>1</sub>, <italic>w</italic><sub>2</sub>, &#x2026;, <italic>w</italic><sub><italic>n</italic></sub>] is the weighted coefficient of the solution. Based on conditions of minimum variance and unbiasedness, the final weights vector can be determined by integration using the Lagrange multiplier method:</p>
<p><disp-formula id="eqn-25"><label>(25)</label><mml:math id="mml-eqn-25" display="block"><mml:mrow><mml:mtext mathvariant="bold">w</mml:mtext></mml:mrow><mml:mrow><mml:mo>(</mml:mo><mml:mrow><mml:mtext mathvariant="bold">X</mml:mtext></mml:mrow><mml:mo>)</mml:mo></mml:mrow><mml:mo>=</mml:mo><mml:msup><mml:mrow><mml:mtext mathvariant="bold">R</mml:mtext></mml:mrow><mml:mrow><mml:mo>&#x2212;</mml:mo><mml:mn>1</mml:mn></mml:mrow></mml:msup><mml:mrow><mml:mo>(</mml:mo><mml:mrow><mml:mtext mathvariant="bold">G</mml:mtext></mml:mrow><mml:msup><mml:mrow><mml:mo>(</mml:mo><mml:msup><mml:mrow><mml:mtext mathvariant="bold">G</mml:mtext></mml:mrow><mml:mrow><mml:mi>T</mml:mi></mml:mrow></mml:msup><mml:msup><mml:mrow><mml:mtext mathvariant="bold">R</mml:mtext></mml:mrow><mml:mrow><mml:mo>&#x2212;</mml:mo><mml:mn>1</mml:mn></mml:mrow></mml:msup><mml:mrow><mml:mtext mathvariant="bold">G</mml:mtext></mml:mrow><mml:mo>)</mml:mo></mml:mrow><mml:mrow><mml:mo>&#x2212;</mml:mo><mml:mn>1</mml:mn></mml:mrow></mml:msup><mml:mo>+</mml:mo><mml:mrow><mml:mtext mathvariant="bold">r</mml:mtext></mml:mrow><mml:mrow><mml:mo>(</mml:mo><mml:mrow><mml:mtext mathvariant="bold">X</mml:mtext></mml:mrow><mml:mo>)</mml:mo></mml:mrow><mml:mo>)</mml:mo></mml:mrow><mml:mo>&#x22C5;</mml:mo><mml:mrow><mml:mo>(</mml:mo><mml:msup><mml:mrow><mml:mtext mathvariant="bold">G</mml:mtext></mml:mrow><mml:mrow><mml:mi>T</mml:mi></mml:mrow></mml:msup><mml:msup><mml:mrow><mml:mtext mathvariant="bold">R</mml:mtext></mml:mrow><mml:mrow><mml:mo>&#x2212;</mml:mo><mml:mn>1</mml:mn></mml:mrow></mml:msup><mml:mrow><mml:mtext mathvariant="bold">r</mml:mtext></mml:mrow><mml:mrow><mml:mo>(</mml:mo><mml:mrow><mml:mtext mathvariant="bold">X</mml:mtext></mml:mrow><mml:mo>)</mml:mo></mml:mrow><mml:mo>&#x2212;</mml:mo><mml:mi>g</mml:mi><mml:mrow><mml:mo>(</mml:mo><mml:mrow><mml:mtext mathvariant="bold">X</mml:mtext></mml:mrow><mml:mo>)</mml:mo></mml:mrow><mml:mo>)</mml:mo></mml:mrow></mml:math></disp-formula>where <bold>G</bold> &#x003D; [<italic>g</italic><sup>T</sup>(<italic>x</italic><sub>1</sub>), <italic>g</italic><sup>T</sup>(<italic>x</italic><sub>2</sub>), &#x2026;, <italic>g</italic><sup>T</sup>(<italic>x</italic><sub><italic>n</italic></sub>)]<sup>T</sup> is an expanded matrix with <italic>n</italic> rows and <italic>k</italic> columns. Among them, <italic>g</italic><sup>T</sup>(<italic>x</italic><sub><italic>i</italic></sub>) is obtained by transposing <italic>g</italic>(<bold>X</bold>). Inserting <xref ref-type="disp-formula" rid="eqn-25">Eq. (25)</xref> into <xref ref-type="disp-formula" rid="eqn-24">Eq. (24)</xref> yields the corresponding Kriging model, which is expressed as follows:</p>
<p><disp-formula id="eqn-26"><label>(26)</label><mml:math id="mml-eqn-26" display="block"><mml:mrow><mml:mover><mml:mi>Y</mml:mi><mml:mo stretchy="false">&#x005E;</mml:mo></mml:mover></mml:mrow><mml:mrow><mml:mo>(</mml:mo><mml:mrow><mml:mtext mathvariant="bold">X</mml:mtext></mml:mrow><mml:mo>)</mml:mo></mml:mrow><mml:mo>=</mml:mo><mml:mi>g</mml:mi><mml:mrow><mml:mo>(</mml:mo><mml:mrow><mml:mtext mathvariant="bold">X</mml:mtext></mml:mrow><mml:mo>)</mml:mo></mml:mrow><mml:msup><mml:mi>&#x03B2;</mml:mi><mml:mrow><mml:mo>&#x2217;</mml:mo></mml:mrow></mml:msup><mml:mo>+</mml:mo><mml:mrow><mml:mtext mathvariant="bold">r</mml:mtext></mml:mrow><mml:msup><mml:mrow><mml:mo>(</mml:mo><mml:mrow><mml:mtext mathvariant="bold">X</mml:mtext></mml:mrow><mml:mo>)</mml:mo></mml:mrow><mml:mrow><mml:mrow><mml:mtext>T</mml:mtext></mml:mrow></mml:mrow></mml:msup><mml:msup><mml:mrow><mml:mtext mathvariant="bold">R</mml:mtext></mml:mrow><mml:mrow><mml:mo>&#x2212;</mml:mo><mml:mn>1</mml:mn></mml:mrow></mml:msup><mml:mrow><mml:mo>(</mml:mo><mml:mrow><mml:mtext mathvariant="bold">Y</mml:mtext></mml:mrow><mml:mo>&#x2212;</mml:mo><mml:mrow><mml:mtext mathvariant="bold">G</mml:mtext></mml:mrow><mml:msup><mml:mi>&#x03B2;</mml:mi><mml:mrow><mml:mo>&#x2217;</mml:mo></mml:mrow></mml:msup><mml:mo>)</mml:mo></mml:mrow></mml:math></disp-formula>where <italic>&#x03B2;</italic><sup>&#x2217;</sup> &#x003D; (<bold>G</bold><sup>T</sup><bold>R</bold><sup>&#x2212;1</sup><bold>G</bold>)<sup>&#x2212;1</sup><bold>G</bold><sup>T</sup><bold>R</bold><sup>&#x2212;1</sup><bold>Y</bold> is the corresponding estimated value of <italic>&#x03B2;</italic> obtained by the least squares method. Among them, <bold>r</bold>(<bold>X</bold>) &#x003D; (<italic>R</italic>(<italic>c</italic>, <italic>x</italic><sub>1</sub>, <bold>X</bold>), (<italic>R</italic>(<italic>c</italic>, <italic>x</italic><sub>2</sub>, <bold>X</bold>), &#x2026;, (<italic>R</italic>(<italic>c</italic>, <italic>x</italic><sub>n</sub>, <bold>X</bold>))<sup>T</sup>. In addition, <bold>R</bold> &#x003D; [<italic>R</italic><sub><italic>ij</italic></sub>]<sub><italic>n</italic>&#x00D7;<italic>n</italic></sub> &#x003D; [<italic>R</italic>(<italic>c</italic>, <italic>x</italic><sub><italic>i</italic>,</sub> <italic>x</italic><sub><italic>j</italic></sub>)]<sub><italic>n</italic>&#x00D7;<italic>n</italic></sub>. Here, an adaptive weighting method based on a particle swarm optimization (PSO) algorithm is presented to automatically adjust the weight coefficients in <xref ref-type="disp-formula" rid="eqn-24">Eq. (24)</xref>. For more details of the standard PSO, the readers can refer to [<xref ref-type="bibr" rid="ref-57">57</xref>,<xref ref-type="bibr" rid="ref-58">58</xref>]. In the optimization of SM, the fitness value of the sample <italic>p</italic><sub><italic>i</italic></sub> is set as the response value <italic>y</italic><sub><italic>i</italic></sub> of the sample point <italic>x</italic><sub><italic>i</italic></sub>. The optimal sample fitness value is the initial response value <italic>y</italic><sub><italic>m</italic></sub>, and the average fitness value of the particle swarm is <inline-formula id="ieqn-1"><mml:math id="mml-ieqn-1"><mml:msub><mml:mi>y</mml:mi><mml:mrow><mml:mi>a</mml:mi><mml:mi>v</mml:mi><mml:mi>g</mml:mi></mml:mrow></mml:msub><mml:mo>=</mml:mo><mml:mfrac><mml:mn>1</mml:mn><mml:mi>n</mml:mi></mml:mfrac><mml:munderover><mml:mo movablelimits="false">&#x2211;</mml:mo><mml:mrow><mml:mi>i</mml:mi><mml:mo>=</mml:mo><mml:mn>1</mml:mn></mml:mrow><mml:mrow><mml:mi>n</mml:mi></mml:mrow></mml:munderover><mml:msub><mml:mi>y</mml:mi><mml:mrow><mml:mi>i</mml:mi></mml:mrow></mml:msub></mml:math></inline-formula>. The sample fitness value is better than the average fitness value, which is defined as &#x0394; &#x003D; |<italic>y<sub>m</sub></italic> &#x2013; y<sup>&#x2032;</sup><sub><italic>avg</italic></sub>|.</p>
<p>Herein, the particles in the PSO are divided into three subgroups according to <italic>y</italic><sub><italic>i</italic></sub>, <italic>y</italic><sub><italic>m</italic></sub>, and <italic>y</italic><sub><italic>avg</italic></sub>. Different adaptive procedures are performed in each subgroup. Theoretically, in the standard PSO algorithm, increasing the weight coefficient can improve the global search ability, whereas reducing the weight coefficient can improve the local search ability. The method for adjusting the inertial weight coefficient <italic>w</italic> is shown below. (1) If y<sub>i</sub> &#x003E; y&#x2032;<sub>avg</sub>, w<sub>i</sub> &#x003D; w<sub>i</sub> &#x2212; (w<sub>i</sub> &#x2212; w<sub>min</sub>)| (y<sub>i</sub> &#x2212; y&#x2032;<sub>avg</sub>)/(y<sub>m</sub> &#x2212; y&#x2032;<sub>avg</sub>)|. (2) If y&#x2032;<sub>avg</sub> &#x2264; y<sub>i</sub> &#x2264; y<sub>m</sub>, w<sub>i</sub> remains unchanged. (3) If y<sub>i</sub> &#x2264; y&#x2032;<sub>avg</sub>, wi &#x003D; 1.5 &#x2212; 1/(1 &#x002B; k<sub>1</sub>&#x00B7;exp(&#x2212;k<sub>2</sub>&#x00B7;&#x0394;)). Herein, k<sub>1</sub> and k<sub>2</sub> are corresponding control parameters. Among them, k<sub>1</sub> is responsible for the upper limit control of w, while k<sub>2</sub> is responsible for the adjustment control of w<sub>i</sub> &#x003D; 1.5 &#x2212; 1/(1 &#x002B; <italic>k</italic><sub>1</sub>&#x00B7;exp(&#x2212;<italic>k</italic><sub>2</sub>&#x00B7;&#x0394;)). When the algorithm finishes running, if the sample distribution results are scattered at this point, &#x0394; increases and <italic>w</italic><sub><italic>i</italic></sub> decreases. Then, the localized searching capability of this algorithm will be enhanced, and this group will show a convergence trend. If the sample distribution results of the cluster are obtained, &#x0394; decreases and <italic>w</italic><sub><italic>i</italic></sub> increases. In this fashion, the algorithm has a stronger detection capability for deviating from local optimal solutions.</p>
<p>In this study, the PMAM is optimized by using the SM to minimize the sound acoustic pressure. Combinations of different parameters of the PMAM are regarded as the initial sample points. At the same time, these sampling points are also input variables in the SM. Herein, P is the output variable associated with the sampled points, employed to assess the noise attenuation capability of the optimized configuration. Structures with 10 &#x00D7; 10 unit cells are adopted in the simulation process for the SM. These optimized configurations more accurately reflect practical implementation scenarios like stress states, which encompass forces between adjacent unit cells.</p>
<p>In order to get an optimal configuration of a PMAM, the input variable of SM is set to the structural sizes. The simulated SPL on surface B is the output variable P<sub>out</sub> for the SM. In the final phase, both input and output variables are synchronously integrated to establish the SM that creates a deterministic linkage across the parameter space:</p>
<p><disp-formula id="eqn-27"><label>(27)</label><mml:math id="mml-eqn-27" display="block"><mml:mtable columnalign="left" columnspacing="1em" rowspacing="4pt"><mml:mtr><mml:mtd><mml:mo movablelimits="true">min</mml:mo><mml:msub><mml:mrow><mml:mi mathvariant="normal">P</mml:mi></mml:mrow><mml:mrow><mml:mrow><mml:mi>out</mml:mi></mml:mrow></mml:mrow></mml:msub><mml:mo>=</mml:mo><mml:mstyle scriptlevel="0"><mml:mspace width="0.167em"></mml:mspace></mml:mstyle><mml:mrow><mml:mi>SPL</mml:mi></mml:mrow></mml:mtd></mml:mtr><mml:mtr><mml:mtd><mml:mrow><mml:mi mathvariant="normal">s</mml:mi></mml:mrow><mml:mo>.</mml:mo><mml:mrow><mml:mi mathvariant="normal">t</mml:mi></mml:mrow><mml:munder><mml:msub><mml:mrow><mml:mi mathvariant="normal">P</mml:mi></mml:mrow><mml:mrow><mml:mi>i</mml:mi></mml:mrow></mml:msub><mml:mrow><mml:mi>i</mml:mi><mml:mo>=</mml:mo><mml:mn>1</mml:mn><mml:mo>,</mml:mo><mml:mn>2</mml:mn><mml:mo>&#x22EF;</mml:mo><mml:mn>11</mml:mn></mml:mrow></mml:munder><mml:mo>&#x2208;</mml:mo><mml:mtext>&#x03A8;</mml:mtext></mml:mtd></mml:mtr></mml:mtable></mml:math></disp-formula>where P<sub><italic>i</italic></sub> is the input variable of the SM, and its value range is &#x03A8;.</p>
<p>The widely adopted Latin hypercube approach generates a maximally effective and representative sampling distribution space within the SM [<xref ref-type="bibr" rid="ref-59">59</xref>,<xref ref-type="bibr" rid="ref-60">60</xref>]. Consequently, the parametric coordinate allocation across the design matrix achieves maximal equidistribution to guarantee SM fidelity throughout the parameter domain [<xref ref-type="bibr" rid="ref-61">61</xref>,<xref ref-type="bibr" rid="ref-62">62</xref>]. Scholars have established consensus through systematic benchmarking of viable methodologies. Specifically, the initial SM input domain originates from 5-dimensional (5D) functional analysis, achieving convergence through sequential refinement to yield optimized solutions satisfying precision thresholds upon completion of 11-dimensional (11D) high-fidelity simulations [<xref ref-type="bibr" rid="ref-63">63</xref>&#x2013;<xref ref-type="bibr" rid="ref-65">65</xref>]. In this study, D &#x003D; 11. There are 55 points in the initial sample space, and the SM must calculate 66 points. In total, there are 121 points after the optimization. Here, all the sample points (e.g., PMAM with different combinations of parameters) are analyzed in the environment of software COMSOL Multiphysics.</p>
</sec>
<sec id="s4_3">
<label>4.3</label>
<title>Analysis of Optimization Results</title>
<p>The simulation analysis diagram of the acoustic wave intensity for the optimized PMAM is plotted in <xref ref-type="fig" rid="fig-6">Fig. 6</xref>. <xref ref-type="fig" rid="fig-6">Fig. 6a</xref>,<xref ref-type="fig" rid="fig-6">b</xref> shows the <italic>x-y</italic> and <italic>y-z</italic> cross-sectional views of the obtained PMAM, respectively. Compared with the initial structure in <xref ref-type="fig" rid="fig-3">Fig. 3c</xref>, it is noted that the typical structure size of the optimized PMAM has changed. It is obvious that the acoustic wave intensity on surface B is significantly reduced when compared to that of surface A. The optimized parameters of the PMAM are shown in <xref ref-type="table" rid="table-3">Table 3</xref>. To examine parameter evolution across structural variables at identical scales, all parameters undergo standardization during optimization. The main design variables&#x2019; progression within the SM-assisted optimization framework is depicted in <xref ref-type="fig" rid="fig-7">Fig. 7</xref>.</p>
<fig id="fig-6">
<label>Figure 6</label>
<caption>
<title>Simulation analysis of acoustic wave intensity for optimized PMAM (<bold>a</bold>) <italic>x-y</italic> cross-sectional views (<bold>b</bold>) <italic>y-z</italic> cross-sectional views</title>
</caption>
<graphic mimetype="image" mime-subtype="tif" xlink:href="CMC_67761-fig-6.tif"/>
</fig><table-wrap id="table-3">
<label>Table 3</label>
<caption>
<title>Optimized parameters by SM for PMAM</title>
</caption>
<table>
<colgroup>
<col/>
<col/>
<col/>
<col/>
<col/>
</colgroup>
<tbody>
<tr>
<td>Parameters</td>
<td align="center">Width of main channel opening <italic>a</italic>1 (mm)</td>
<td align="center">Height of main channel opening <italic>h</italic>1 (mm)</td>
<td align="center">Wall thickness of main channel opening <italic>t</italic>1 (mm)</td>
<td align="center">Depth of main channel <italic>d</italic>1 (mm)</td>
</tr>
<tr>
<td>Value</td>
<td>8</td>
<td>9</td>
<td>11</td>
<td>172</td>
</tr>
<tr>
<td>Parameters</td>
<td>Width of ring channel opening <italic>a</italic>2 (mm)</td>
<td>Height of ring channel opening <italic>h</italic>2 (mm)</td>
<td>Wall thickness of ring channel opening <italic>t</italic>2 (mm)</td>
<td>Depth of ring channel <italic>d</italic>2 (mm)</td>
</tr>
<tr>
<td>Value</td>
<td>6</td>
<td>5</td>
<td>16</td>
<td>186</td>
</tr>
<tr>
<td>Parameters</td>
<td>Tapered acoustic surficial slope of main channel <italic>&#x03B1;</italic>1</td>
<td>Tapered acoustic surficial slope of ring channel <italic>&#x03B1;</italic>2</td>
<td>Height of outer axial <italic>H</italic> (mm)</td>
<td></td>
</tr>
<tr>
<td>Value</td>
<td>25&#x00B0;</td>
<td>24&#x00B0;</td>
<td>208</td>
<td></td>
</tr>
</tbody>
</table>
</table-wrap><fig id="fig-7">
<label>Figure 7</label>
<caption>
<title>The main design variables&#x2019; progression within the SM-assisted optimization framework (<bold>a</bold>) input parameters (<bold>b</bold>) output parameters. Structural number denotes the sample number in the SM</title>
</caption>
<graphic mimetype="image" mime-subtype="tif" xlink:href="CMC_67761-fig-7.tif"/>
</fig>
<p>As shown in <xref ref-type="fig" rid="fig-7">Fig. 7a</xref>, <italic>d</italic>1, <italic>d</italic>2, and <italic>H</italic> exhibit fast convergence speed and small steady-state fluctuations. This phenomenon illustrates that <italic>d</italic>1, <italic>d</italic>2, and <italic>H</italic> are not sensitive to the change of output (SPL). The other parameters fluctuated significantly during the convergence process. These parameters are more sensitive to the change in SPL. As shown in <xref ref-type="fig" rid="fig-7">Fig. 7b</xref>, the SPL approached a constant value of 48 dB after the PMAM was optimized by the SM-based method. Note that the SPL of the initial structure is 60.83 dB, and the SPL in the initial sample space is within [53, 61 dB]. It is seen that the SPL of devised PMAM is significantly reduced. Therefore, parameter optimization based on the SM is effective for the detailed design of PMAM.</p>
<p>During the parameter optimization of SPL for the PMAM, PMAM structures with different parameter combinations are obtained. As previously discussed, there are 121 sample points to be considered in the parameter optimization, which means that the total optimization step as well as the parameter set of PMAM structures during the optimization are all equal to 121. To further verify the effectiveness of the optimized structures in terms of sound insulation and noise reduction, we select typical structures during the parameter optimization to implement simulation analysis.</p>
<p>In a PMAM, surface A is an acoustically consuming surface that consumes the energy of an acoustic wave through the friction, reflection, and refraction of the PMAM. Surface B is an acoustic impacting surface, and the acoustic wave transmittance or reflectance on this surface directly reflects the primary noise consumption capacity. Therefore, the reduction ratio of the acoustic wave for different structures at different locations during the optimization process is analyzed, as shown in <xref ref-type="fig" rid="fig-8">Fig. 8a</xref>. The reduction ratio of acoustic waves is a critical indicator that measures the absorption of acoustic waves for a PMAM. It represents the quotient between sound pressure amplitudes at a given boundary and the reference interface (i.e., surface A). The range of the reduction ratio is [0, 1], and the initial ratio is set to 1. Note that the location in <xref ref-type="fig" rid="fig-8">Fig. 8a</xref> denotes the distance from the current surface to surface A. In addition, the SPL change at different locations (starting from surface A) of the optimized structure under different excitation frequencies is analyzed, as shown in <xref ref-type="fig" rid="fig-8">Fig. 8b</xref>. The typical excitation frequencies of acoustic sources are set to 500, 1500, and 2500 Hz, which represent the noise in low-, medium-, and high-frequency bands, respectively.</p>
<fig id="fig-8">
<label>Figure 8</label>
<caption>
<title>Characteristics of acoustic wave at different locations of the PMAM (<bold>a</bold>) acoustic wave attenuation curve (<bold>b</bold>) SPL attenuation curve</title>
</caption>
<graphic mimetype="image" mime-subtype="tif" xlink:href="CMC_67761-fig-8.tif"/>
</fig>
<p>As shown in <xref ref-type="fig" rid="fig-8">Fig. 8a</xref>, noise reduction ratios of various PMAM structures are very large at the locations near the start surface. It again confirms that <italic>d</italic>1, <italic>d</italic>2, and <italic>H</italic> in <xref ref-type="fig" rid="fig-7">Fig. 7a</xref> are insensitive to the SPL. Moreover, by comparing the acoustic wave reduction curves corresponding to various structures during the optimization, it can be observed that parameter optimization based on SM can effectively improve the noise consumption capacity of the PMAM. As shown in <xref ref-type="fig" rid="fig-8">Fig. 8b</xref>, the excitation frequency of the acoustic source has a significant influence on the SPL of the PMAM. A higher excitation frequency will always cause a higher SPL at different locations in the PMAM and lead to a slower SPL reduction rate. It implies that the devised PMAM by SM-based parameter optimization can have the potential to absorb the acoustic wave with a lower frequency, which is important and challenging in real-world applications.</p>
<p>The change of maximum amplitude under different excitation frequencies of acoustic waves is also studied. As shown in <xref ref-type="fig" rid="fig-9">Fig. 9a</xref>, the maximum amplitude on the surface B of optimized PMAM is smaller than that of the initial structure. It indicates that the acoustic wave attenuation ability of the optimized structure is enhanced. Furthermore, attenuation magnitude in the optimized configuration exhibits significantly reduced levels relative to the baseline design under increasing excitation frequency. The widening inter-amplitude divergence demonstrates superior vibration acoustic attenuation characteristics in the optimized configuration relative to its baseline counterpart. <xref ref-type="fig" rid="fig-9">Fig. 9b</xref> shows the influence of excitation acoustic waves on the hole and solid areas of the devised PMAM. The overall SPL of the hole area is smaller than that of the solid area, which indicates that the porous structure helps improve the noise reduction performance of the PMAM. An explanation of the principle of the formula similar to our experimental results can be found in reference [<xref ref-type="bibr" rid="ref-66">66</xref>].</p>
<fig id="fig-9">
<label>Figure 9</label>
<caption>
<title>Influence of excitation frequency on acoustic characteristics of the PMAM (<bold>a</bold>) Amplitude changes under different excitation frequencies (<bold>b</bold>) SPL changes under different excitation frequencies</title>
</caption>
<graphic mimetype="image" mime-subtype="tif" xlink:href="CMC_67761-fig-9.tif"/>
</fig>
</sec>
</sec>
<sec id="s5">
<label>5</label>
<title>Experimental Verifications of PMAM</title>
<sec id="s5_1">
<label>5.1</label>
<title>Additive Manufacturing and Experimental Setup</title>
<p>Due to extreme miniaturization and convoluted internal features in the PMAM design, traditional production techniques cannot achieve required tolerances. Therefore, additive manufacturing is employed in this study [<xref ref-type="bibr" rid="ref-67">67</xref>]. This makes it possible to manufacture complex structures that are previously restricted by traditional manufacturing methods. High-molecular-weight polymers have excellent viscoelasticity and damping characteristics, which are beneficial for integrating their damping properties with other acoustic absorption mechanisms to improve the acoustic absorption properties of a structure. Therefore, the polymer is used as the base material for 3D printing in this work, with a Poisson&#x2019;s ratio of 0.394 and an elastic modulus of 2.2 GPa. According to the structural unit cell obtained by the above parameter optimization, the particular-shaped PMAMs with repeated unit cells are fabricated by additive manufacturing. <xref ref-type="fig" rid="fig-10">Fig. 10a</xref> shows the preprocessing models in two sizes, and <xref ref-type="fig" rid="fig-10">Fig. 10b</xref> presents the printed samples. Particularly, the round silhouette of the PMAM samples is determined by the impedance tube experiment. <xref ref-type="table" rid="table-4">Table 4</xref> lists the specific shape dimensions of two different sizes of PMAM samples. <xref ref-type="table" rid="table-5">Table 5</xref> presents a list of typical samples used for 3D printing.</p>
<fig id="fig-10">
<label>Figure 10</label>
<caption>
<title>Additive manufacturing process for PMAM samples (<bold>a</bold>) pre-processing models (<bold>b</bold>) printed structures</title>
</caption>
<graphic mimetype="image" mime-subtype="tif" xlink:href="CMC_67761-fig-10.tif"/>
</fig><table-wrap id="table-4">
<label>Table 4</label>
<caption>
<title>The shape dimensions of PMAM samples</title>
</caption>
<table>
<colgroup>
<col/>
<col/>
<col/>
</colgroup>
<thead>
<tr>
<th>Sample type</th>
<th>Sample diameter (mm)</th>
<th>Sample height (mm)</th>
</tr>
</thead>
<tbody>
<tr>
<td>Large samples</td>
<td>99.480</td>
<td>50.000</td>
</tr>
<tr>
<td>Small samples</td>
<td>29.432</td>
<td>15.000</td>
</tr>
</tbody>
</table>
</table-wrap><table-wrap id="table-5">
<label>Table 5</label>
<caption>
<title>Typical specimens in regards to SM-based optimization used for 3D printing</title>
</caption>
<table>
<colgroup>
<col/>
<col/>
<col/>
<col/>
<col/>
<col/>
<col/>
<col/>
<col/>
<col/>
</colgroup>
<thead>
<tr>
<th></th>
<th>A</th>
<th>B</th>
<th>C</th>
<th>D</th>
<th>E</th>
<th>F</th>
<th>G</th>
<th>H</th>
<th>K</th>
</tr>
</thead>
<tbody>
<tr>
<td>Structure type</td>
<td>Initial</td>
<td colspan="7">During optimization</td>
<td>Optimal</td>
</tr>
<tr>
<td>Structure number</td>
<td>1</td>
<td>56</td>
<td>66</td>
<td>76</td>
<td>86</td>
<td>96</td>
<td>106</td>
<td>116</td>
<td>121</td>
</tr>
</tbody>
</table>
</table-wrap>
<p>Herein, printed PMAM samples are used for experimental verification to analyze their acoustic characteristics of noise reduction. The sound absorption coefficient is an important index for evaluating the noise reduction performance of the PMAMs. In this paper, the impedance tube test is implemented, which only requires a small sample without utilizing a standard reverberation room. These advantages make the impedance tube suitable for the acoustic test of the devised PMAM. The test system of the impedance tube consists of free-field speakers, impedance tubes, acoustic acquisition cards, signal processing equipment, and signal generators. <xref ref-type="fig" rid="fig-11">Fig. 11</xref> shows a schematic of the acoustic impedance tube, wherein &#x2460;&#x2013;&#x2465; are the acoustic source, acoustic source tube, PMAM sample, sample tube, acoustic collection tube, and microphone, respectively.</p>
<fig id="fig-11">
<label>Figure 11</label>
<caption>
<title>Structure of the impedance tube</title>
</caption>
<graphic mimetype="image" mime-subtype="tif" xlink:href="CMC_67761-fig-11.tif"/>
</fig>
<p>The structure of the impedance tube is shown in <xref ref-type="fig" rid="fig-11">Fig. 11</xref>. Tests with different frequency ranges refer to different tube diameters. The diameter of the large tube is 100 mm, and the test frequency range is [63, 1600 Hz]. The lengths of the large-impedance tube and specimen tube are 520 and 100 mm, respectively. In addition, the diameter of the small tube is 30 mm. The test frequency range is [1600, 6300 Hz]. The lengths of the small-impedance tube and sample tube are 380 and 45 mm, respectively. Therefore, to ensure that the PMAM sample meets the size requirement of the impedance tube, it is necessary to select an appropriate impedance tube according to the test requirements before conducting test experiments.</p>
<p>Two points must be considered when installing the PMAM samples on the impedance tube. Firstly, the PMAM sample should not be excessively compressed when it is installed on the test piece cylinder, and the surface of the sample should be flat to coincide with the reference surface. Secondly, the inner surface of the sample should be leaned on the bottom plate behind the impedance tube to avoid generating an air layer. In this study, the diameters of impedance pipes are 30 and 100 mm, respectively. The test frequency range is [50, 2500 Hz], which means the acoustic wavelength range is approximately [136, 6800 mm]. The unit cells in each printed sample or topology optimization model have a uniform length of 10 mm (i.e., <italic>X</italic> or <italic>Y</italic> direction), much smaller than the acoustic wavelength. Acoustic frequencies are discriminated and collected by an experimental device through frequency bands rather than a single frequency. Therefore, the frequency band division method (i.e., the 1/3 octave) for acoustic wave analysis is used in this study.</p>
<p>Through acoustic experiments, the acoustic characteristics of PMAM are analyzed, such as the sound absorption coefficient measured by an impedance tube. Subsequently, the acoustic characteristic change curve of the PMAM is obtained. Finally, the corresponding acoustic absorption coefficient of the 1/3 octave frequency is calculated. <xref ref-type="fig" rid="fig-12">Fig. 12</xref> shows the test sites of impedance tubes, including the acoustic absorption test equipment, acoustic insulation test equipment, low-frequency impedance tube, and high-frequency impedance tube.</p>
<fig id="fig-12">
<label>Figure 12</label>
<caption>
<title>Test site of PMAMs based on impedance tubes (<bold>a</bold>) acoustic absorption test equipment (<bold>b</bold>) acoustic insulation test equipment (<bold>c</bold>) low-frequency impedance tube with a sample (<bold>d</bold>) high-frequency impedance tube with a sample</title>
</caption>
<graphic mimetype="image" mime-subtype="tif" xlink:href="CMC_67761-fig-12.tif"/>
</fig>
</sec>
<sec id="s5_2">
<label>5.2</label>
<title>Experimental Analysis</title>
<p>There are two types of acoustic parameters tested with the impedance tube, including the acoustic absorption coefficient and acoustic insulation coefficient. The acoustic absorption coefficient represents the noise absorption capacity of a structure. The acoustic absorption coefficient equals the proportion of dissipated acoustic energy (including transmitted acoustic energy) assimilated within the PMAM relative to the total incident acoustic energy impinging upon the PMAM surface. Thus, the value of the acoustic absorption coefficient ranges from 0 and 1. The larger the acoustic absorption coefficient is, the better the acoustic absorption performance of the PMAM will be. The acoustic insulation coefficient is also referred to as the acoustic transmission loss. Its value is equal to the incident SPL minus the transmitted SPL. Both the acoustic absorption and insulation coefficients are closely related to the frequency of acoustic waves. <xref ref-type="fig" rid="fig-13">Fig. 13</xref> shows the acoustic curves of typical PMAM structures (including No. 1, No. 56, and No. 121) generated during the parameter optimization. <xref ref-type="fig" rid="fig-13">Fig. 13a</xref> shows the curve of the acoustic absorption coefficient, and <xref ref-type="fig" rid="fig-13">Fig. 13b</xref> plots the curve of the acoustic insulation coefficient.</p>
<fig id="fig-13">
<label>Figure 13</label>
<caption>
<title>Acoustic curves of devised PMAMs (<bold>a</bold>) curve of acoustic absorption coefficient (<bold>b</bold>) curve of acoustic insulation coefficient</title>
</caption>
<graphic mimetype="image" mime-subtype="tif" xlink:href="CMC_67761-fig-13.tif"/>
</fig>
<p>The acoustic absorption coefficient shown in <xref ref-type="fig" rid="fig-13">Fig. 13a</xref> continues to increase with an increase in the excitation frequency. Then, it is stabilized after reaching a peak. Comparing the curves of PMAM No. 1, No. 56, and No. 121 (No. 121 is the final optimized design), it shows that the parameter optimization design improves the acoustic absorption capability of PMAM especially in the moderate and high frequency ranges. <xref ref-type="fig" rid="fig-13">Fig. 13b</xref> shows that as the excitation frequency of acoustic waves increases, the acoustic transmission loss of the PMAM first decreases and then increases. In particular, the increase rate is larger than the decrease rate. Moreover, the acoustic transmission loss is lower at low frequencies and higher at high frequencies.</p>
<p><xref ref-type="fig" rid="fig-14">Fig. 14</xref> shows the comparison of experimental and simulated acoustic transmission losses in regards to the optimized PMAM at five typical excitation frequencies, e.g., 500, 1000, 1500, 2000, and 2500 Hz. As indicated in <xref ref-type="fig" rid="fig-14">Fig. 14</xref>, the numerical error between the simulation results and the experimental results is less than 10% at each excitation frequency, which is within the acceptable range [<xref ref-type="bibr" rid="ref-68">68</xref>]. The experimental results of the additively manufactured sample validate the feasibility of the suggested method and devised PMAM [<xref ref-type="bibr" rid="ref-69">69</xref>].</p>
<fig id="fig-14">
<label>Figure 14</label>
<caption>
<title>Comparative analysis of experimental and simulation results</title>
</caption>
<graphic mimetype="image" mime-subtype="tif" xlink:href="CMC_67761-fig-14.tif"/>
</fig>
</sec>
</sec>
<sec id="s6">
<label>6</label>
<title>Conclusion</title>
<p>In this study, an optimization-driven design scheme of lightweight acoustic metamaterials for additive manufacturing is proposed. In this scheme, we use a density-based topology optimization method and a surrogate model-based parameter optimization approach to design pressure modulation acoustic metamaterial (PMAM) that fits the preconceptions from conceptual design to detailed design. Firstly, a topology optimization model for the PMAM with the objective of minimizing acoustic pressure is developed in this study, which provides a conceptual design architecture for the following structural parameter optimization. This study elevates the 2D-based initial configuration of the PMAM to the 3D model, which greatly simplifies the computational cost while maintaining the structural performance requirements. Then, this study formulates a high-dimensional parameterization model corresponding to the topology optimization results. We develop an adaptive Kriging interpolation method and construct a surrogate model based on the original parameterization formulation. Compared with the original finite element analysis model, our surrogate model not only achieves accurate performance prediction, but also greatly simplifies the analysis process and time. The surrogate model can optimize the PMAM using only a few sampling points, which greatly reduces the number of calls for repeated analysis of the algorithm. A ready-to-manufacture PMAM is devised by using the proposed optimization scheme. Eventually, a test platform based on an impedance tube is built in this study. Experimental validation confirms the exceptional acoustic absorption coefficient and acoustic insulation of the additively manufactured PMAM specimens. The simulation and experiment results are both implemented and analyzed.</p>
<p>In summary, the lightweight acoustic metamaterials (i.e., the PMAM) for additive manufacturing with excellent sound absorption and noise reduction performance are obtained in this study. The results demonstrate the effectiveness and accuracy of the proposed optimization-driven design scheme. Simulation and experiment results verify the effectiveness and correctness of the proposed method. In the future, the proposed optimization-driven design scheme can be extended to solve different types of metamaterial design problems for additive manufacturing, aiming at real-world engineering applications.</p>
</sec>
</body>
<back>
<ack>
<p>The authors would like to express their gratitude to the editors and reviewers for their thorough review and valuable recommendations.</p>
</ack>
<sec>
<title>Funding Statement</title>
<p>This research was supported by the National Key Research and Development Program of China (No. 2023YFB4604800), the National Natural Science Foundation of China (No. 52075195), and the Intelligent Manufacturing Equipment and Technology Open Foundation (No. IMETKF2023016).</p>
</sec>
<sec>
<title>Author Contributions</title>
<p>The authors confirm contribution to the paper as follows: study conception and design: Ying Zhou, Mengli Ye; picture drawing: Jiayang Yuan, Zhengtao Shu; analysis of results: Zhengtao Shu, Mengli Ye, Jiayang Yuan; draft manuscript preparation: Ying Zhou, Jiayang Yuan, Mengli Ye, Liang Gao, Qiong Wang. All authors reviewed the results and approved the final version of the manuscript.</p>
</sec>
<sec sec-type="data-availability">
<title>Availability of Data and Materials</title>
<p>Not applicable.</p>
</sec>
<sec>
<title>Ethics Approval</title>
<p>Not applicable.</p>
</sec>
<sec sec-type="COI-statement">
<title>Conflicts of Interest</title>
<p>The authors declare no conflicts of interest to report regarding the present study.</p>
</sec>
<ref-list content-type="authoryear">
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