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<front>
<journal-meta>
<journal-id journal-id-type="pmc">CMES</journal-id>
<journal-id journal-id-type="nlm-ta">CMES</journal-id>
<journal-id journal-id-type="publisher-id">CMES</journal-id>
<journal-title-group>
<journal-title>Computer Modeling in Engineering &#x0026; Sciences</journal-title>
</journal-title-group>
<issn pub-type="epub">1526-1506</issn>
<issn pub-type="ppub">1526-1492</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">48334</article-id>
<article-id pub-id-type="doi">10.32604/cmes.2024.048334</article-id>
<article-categories>
<subj-group subj-group-type="heading">
<subject>Article</subject>
</subj-group>
</article-categories>
<title-group>
<article-title>Modeling the Interaction between Vacancies and Grain Boundaries during Ductile Fracture</article-title>
<alt-title alt-title-type="left-running-head">Modeling the Interaction between Vacancies and Grain Boundaries during Ductile Fracture</alt-title>
<alt-title alt-title-type="right-running-head">Modeling the Interaction between Vacancies and Grain Boundaries during Ductile Fracture</alt-title>
</title-group>
<contrib-group>
<contrib id="author-1" contrib-type="author">
<name name-style="western"><surname>Li</surname><given-names>Mingjian</given-names></name></contrib>
<contrib id="author-2" contrib-type="author" corresp="yes">
<name name-style="western"><surname>Yang</surname><given-names>Ping</given-names></name><email>15170629938@sjtu.edu.cn</email></contrib>
<contrib id="author-3" contrib-type="author">
<name name-style="western"><surname>Zhao</surname><given-names>Pengyang</given-names></name></contrib>
<aff><institution>Department of Engineering Mechanics, School of Naval Architecture, Ocean and Civil Engineering, Shanghai Jiao Tong University</institution>, <addr-line>Shanghai, 200240</addr-line>, <country>China</country></aff>
</contrib-group>
<author-notes>
<corresp id="cor1"><label>&#x002A;</label>Corresponding Author: Ping Yang. Email: <email>15170629938@sjtu.edu.cn</email></corresp>
</author-notes>
<pub-date date-type="collection" publication-format="electronic">
<year>2024</year></pub-date>
<pub-date date-type="pub" publication-format="electronic">
<day>20</day>
<month>5</month>
<year>2024</year></pub-date>
<volume>140</volume>
<issue>2</issue>
<fpage>2019</fpage>
<lpage>2034</lpage>
<history>
<date date-type="received">
<day>05</day>
<month>12</month>
<year>2023</year>
</date>
<date date-type="accepted">
<day>30</day>
<month>1</month>
<year>2024</year>
</date>
</history>
<permissions>
<copyright-statement>&#x00A9; 2024 Li, Yang and Zhao</copyright-statement>
<copyright-year>2024</copyright-year>
<copyright-holder>Li, Yang and Zhao</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_CMES_48334.pdf"></self-uri>
<abstract>
<p>The experimental results in previous studies have indicated that during the ductile fracture of pure metals, vacancies aggregate and form voids at grain boundaries. However, the physical mechanism underlying this phenomenon remains not fully understood. This study derives the equilibrium distribution of vacancies analytically by following thermodynamics and the micromechanics of crystal defects. This derivation suggests that vacancies cluster in regions under hydrostatic compression to minimize the elastic strain energy. Subsequently, a finite element model is developed for examining more general scenarios of interaction between vacancies and grain boundaries. This model is first verified and validated through comparison with some available analytical solutions, demonstrating consistency between finite element simulation results and analytical solutions within a specified numerical accuracy. A systematic numerical study is then conducted to investigate the mechanism that might govern the micromechanical interaction between grain boundaries and the profuse vacancies typically generated during plastic deformation. The simulation results indicate that the reduction in total elastic strain energy can indeed drive vacancies toward grain boundaries, potentially facilitating void nucleation in ductile fracture.</p>
</abstract>
<kwd-group kwd-group-type="author">
<kwd>Ductile fracture</kwd>
<kwd>vacancy</kwd>
<kwd>grain boundary</kwd>
<kwd>micromechanical</kwd>
<kwd>finite element method</kwd>
</kwd-group>
<funding-group>
<award-group id="awg1">
<funding-source>National Key Research and Development Program of China</funding-source>
<award-id>2023YFB3712401</award-id>
</award-group>
<award-group id="awg2">
<funding-source>National Natural Science Foundation of China</funding-source>
<award-id>12102254</award-id>
<award-id>12327802</award-id>
</award-group>
</funding-group>
</article-meta>
</front>
<body>
<sec id="s1">
<label>1</label>
<title>Introduction</title>
<p>The ductile fracture of metallic materials is primarily caused by the interaction between vacancies generated by plastic deformation and other defects such as dislocations, grain boundaries, inclusions, and pre-existing micro-voids. This interaction is the primary source of complexity in the mechanistic understanding of ductile fracture, relating to how point defects (i.e., vacancies) interact with extended defects, including the underlying microstructure [<xref ref-type="bibr" rid="ref-1">1</xref>]. For a fracture model with accurate predictive capability at the macroscopic level, it is essential to comprehend the physical mechanism of ductile fracture at the microscopic level. Tipper [<xref ref-type="bibr" rid="ref-2">2</xref>] and Puttick [<xref ref-type="bibr" rid="ref-3">3</xref>] were the first to reveal that ductile fracture can be divided into three stages: void nucleation, growth, and coalescence. Subsequently, Needleman et al. [<xref ref-type="bibr" rid="ref-4">4</xref>&#x2013;<xref ref-type="bibr" rid="ref-6">6</xref>] developed models for void growth and coalescence based on experimental results. Segurado et al. [<xref ref-type="bibr" rid="ref-7">7</xref>,<xref ref-type="bibr" rid="ref-8">8</xref>] investigated the impact of different critical physical parameters on void growth at the microscopic scale. Currently, there is a relatively clear understanding of the micro-mechanisms of void growth and coalescence stages [<xref ref-type="bibr" rid="ref-9">9</xref>,<xref ref-type="bibr" rid="ref-10">10</xref>]. However, the fracture and material science community has yet to reach a consensus on the void nucleation mechanism, and existing models for void growth and coalescence presuppose a certain volume fraction of voids in the crystal [<xref ref-type="bibr" rid="ref-11">11</xref>,<xref ref-type="bibr" rid="ref-12">12</xref>]. Although real materials&#x2019; microstructures invariably contain distribution defects introduced by manufacturing or service history, little experimental evidence or theoretical analysis supports the assumption of pre-existing voids in ductile fracture modeling [<xref ref-type="bibr" rid="ref-13">13</xref>]. Therefore, studying void nucleation at the microscopic scale is necessary to enhance the predictive accuracy and applicability of these models of void growth and coalescence [<xref ref-type="bibr" rid="ref-14">14</xref>].</p>
<p>Early experiments on ductile fracture indicated grain boundaries as the major nucleation sites for voids [<xref ref-type="bibr" rid="ref-15">15</xref>&#x2013;<xref ref-type="bibr" rid="ref-17">17</xref>]. More recent experiments by Noell et al. [<xref ref-type="bibr" rid="ref-18">18</xref>,<xref ref-type="bibr" rid="ref-19">19</xref>] demonstrated that the mechanism of void nucleation is vacancy condensation. These experimental results suggest that the vacancy concentration at grain boundaries is significantly higher than within the grain interiors. However, the mechanisms underlying this phenomenon or theoretical conjectures remain unclear [<xref ref-type="bibr" rid="ref-20">20</xref>,<xref ref-type="bibr" rid="ref-21">21</xref>]. It has not been thoroughly analyzed whether the configuration that vacancies accumulate more preferentially at grain boundaries is energetically favorable. Since crystal defects involved in the mechanisms of ductile fracture initiation can be well described in a unified theory [<xref ref-type="bibr" rid="ref-22">22</xref>,<xref ref-type="bibr" rid="ref-23">23</xref>], studying this issue from the micromechanical perspective is both possible and intriguing. This study presents a micromechanical model of vacancies and grain boundaries. We first derives an analytical solution for the equilibrium distribution of vacancies at grain boundaries. Then, we develop a finite element numerical model to study more general cases of interaction between vacancies and grain boundaries. This model assumes several probability density functions to account for possible vacancy distributions at grain boundaries in real materials. The conclusions drawn may shed light on the micro-mechanisms responsible for the transition from plastic deformation to the formation of micro damages, such as micro-voids.</p>
</sec>
<sec id="s2">
<label>2</label>
<title>Thermodynamic Equilibrium Distribution of Vacancies at a Grain Boundary</title>
<p>In <xref ref-type="sec" rid="s2_1">Section 2.1</xref>, an analytical model of the vacancies&#x2019; distribution in thermodynamic equilibrium is derived. This model is then utilized in <xref ref-type="sec" rid="s2_2">Section 2.2</xref> to study the vacancies&#x2019; distribution near grain boundaries.</p>
<sec id="s2_1">
<label>2.1</label>
<title>Thermodynamic Modeling of Vacancy Equilibrium Distribution</title>
<p>Vacancies represent the most prevalent point defects in metallic materials, significantly impacting the materials&#x2019; mechanical properties and responses under external thermal or mechanical loads [<xref ref-type="bibr" rid="ref-24">24</xref>]. <xref ref-type="fig" rid="fig-1">Fig. 1a</xref> depicts the creation of a vacancy in a perfect lattice due to the absence of an atom. The interaction forces between atoms compel those near the vacancy to deviate markedly from their equilibrium positions in the perfect lattice, resulting in lattice distortion [<xref ref-type="bibr" rid="ref-25">25</xref>].</p>
<fig id="fig-1">
<label>Figure 1</label>
<caption>
<title>(a) Schematic diagram of generating a vacancy; (b) Micromechanical model of the vacancy</title>
</caption>
<graphic mimetype="image" mime-subtype="tif" xlink:href="CMES_48334-fig-1.tif"/>
</fig>
<p>The formation energy <inline-formula id="ieqn-1"><mml:math id="mml-ieqn-1"><mml:msub><mml:mi>E</mml:mi><mml:mrow><mml:mrow><mml:mtext>f</mml:mtext></mml:mrow></mml:mrow></mml:msub></mml:math></inline-formula> of vacancies can be divided into two components: (i) the elastic energy; and (ii) the residual energy, excluding the elastic energy, such as chemical and interface energies, among others. To study the elastic field generated by vacancies, Eshelby [<xref ref-type="bibr" rid="ref-22">22</xref>] initially developed a micromechanical model. In this model, vacancies are treated as spherical inclusions (illustrated by the blue region in <xref ref-type="fig" rid="fig-1">Fig. 1b</xref>) with an intrinsic volume change relative to the average atomic volume of the corresponding perfect crystal. This key parameter to the continuum model, namely the atomic volume relaxation (intrinsic change), can now be precisely calculated using atomistic methods like molecular dynamics or density functional theory. This approach has seen broad application in the micromechanical modeling of various physical problems [<xref ref-type="bibr" rid="ref-26">26</xref>,<xref ref-type="bibr" rid="ref-27">27</xref>]. The atomic volume relaxation is defined as <inline-formula id="ieqn-2"><mml:math id="mml-ieqn-2"><mml:mrow><mml:mi mathvariant="normal">&#x0394;</mml:mi></mml:mrow><mml:msup><mml:mrow><mml:mi mathvariant="normal">&#x03A9;</mml:mi></mml:mrow><mml:mrow><mml:mo>&#x2217;</mml:mo></mml:mrow></mml:msup><mml:mo>=</mml:mo><mml:msup><mml:mrow><mml:mi mathvariant="normal">&#x03A9;</mml:mi></mml:mrow><mml:mrow><mml:mo>&#x2217;</mml:mo></mml:mrow></mml:msup><mml:mo>&#x2212;</mml:mo><mml:mrow><mml:mi mathvariant="normal">&#x03A9;</mml:mi></mml:mrow></mml:math></inline-formula>, where <inline-formula id="ieqn-3"><mml:math id="mml-ieqn-3"><mml:msup><mml:mrow><mml:mi mathvariant="normal">&#x03A9;</mml:mi></mml:mrow><mml:mrow><mml:mo>&#x2217;</mml:mo></mml:mrow></mml:msup></mml:math></inline-formula> represents the volume associated with the vacant site, and <inline-formula id="ieqn-4"><mml:math id="mml-ieqn-4"><mml:mrow><mml:mi mathvariant="normal">&#x03A9;</mml:mi></mml:mrow></mml:math></inline-formula> denotes the atomic volume in a perfect crystal. Correspondingly, the eigen-strain [<xref ref-type="bibr" rid="ref-23">23</xref>] of the inclusion for <xref ref-type="fig" rid="fig-1">Fig. 1b</xref> takes the form
<disp-formula id="eqn-1"><label>(1)</label><mml:math id="mml-eqn-1" display="block"><mml:msup><mml:mi>&#x03B5;</mml:mi><mml:mrow><mml:mo>&#x2217;</mml:mo></mml:mrow></mml:msup><mml:mo>=</mml:mo><mml:mrow><mml:mo>[</mml:mo><mml:mtable columnalign="left left left" rowspacing="4pt" columnspacing="1em"><mml:mtr><mml:mtd><mml:msup><mml:mover><mml:mi>e</mml:mi><mml:mo accent="false">&#x00AF;</mml:mo></mml:mover><mml:mrow><mml:mrow><mml:mtext>v</mml:mtext></mml:mrow></mml:mrow></mml:msup></mml:mtd><mml:mtd><mml:mn>0</mml:mn></mml:mtd><mml:mtd><mml:mn>0</mml:mn></mml:mtd></mml:mtr><mml:mtr><mml:mtd><mml:mn>0</mml:mn></mml:mtd><mml:mtd><mml:msup><mml:mover><mml:mi>e</mml:mi><mml:mo accent="false">&#x00AF;</mml:mo></mml:mover><mml:mrow><mml:mrow><mml:mtext>v</mml:mtext></mml:mrow></mml:mrow></mml:msup></mml:mtd><mml:mtd><mml:mn>0</mml:mn></mml:mtd></mml:mtr><mml:mtr><mml:mtd><mml:mn>0</mml:mn></mml:mtd><mml:mtd><mml:mn>0</mml:mn></mml:mtd><mml:mtd><mml:msup><mml:mover><mml:mi>e</mml:mi><mml:mo accent="false">&#x00AF;</mml:mo></mml:mover><mml:mrow><mml:mrow><mml:mtext>v</mml:mtext></mml:mrow></mml:mrow></mml:msup></mml:mtd></mml:mtr></mml:mtable><mml:mo>]</mml:mo></mml:mrow><mml:mo>=</mml:mo><mml:msup><mml:mover><mml:mi>e</mml:mi><mml:mo accent="false">&#x00AF;</mml:mo></mml:mover><mml:mrow><mml:mrow><mml:mtext>v</mml:mtext></mml:mrow></mml:mrow></mml:msup><mml:msub><mml:mi>&#x03B4;</mml:mi><mml:mrow><mml:mi>i</mml:mi><mml:mi>j</mml:mi></mml:mrow></mml:msub></mml:math></disp-formula>where <inline-formula id="ieqn-5"><mml:math id="mml-ieqn-5"><mml:msup><mml:mover><mml:mi>e</mml:mi><mml:mo accent="false">&#x00AF;</mml:mo></mml:mover><mml:mrow><mml:mrow><mml:mtext>v</mml:mtext></mml:mrow></mml:mrow></mml:msup><mml:mo>=</mml:mo><mml:mstyle displaystyle="true" scriptlevel="0"><mml:mfrac><mml:mrow><mml:mi mathvariant="normal">&#x0394;</mml:mi><mml:msup><mml:mi mathvariant="normal">&#x03A9;</mml:mi><mml:mrow><mml:mo>&#x2217;</mml:mo></mml:mrow></mml:msup></mml:mrow><mml:mrow><mml:mn>3</mml:mn><mml:mi mathvariant="normal">&#x03A9;</mml:mi></mml:mrow></mml:mfrac></mml:mstyle></mml:math></inline-formula> and <inline-formula id="ieqn-6"><mml:math id="mml-ieqn-6"><mml:msub><mml:mi>&#x03B4;</mml:mi><mml:mrow><mml:mi>i</mml:mi><mml:mi>j</mml:mi></mml:mrow></mml:msub></mml:math></inline-formula> is the Kronecker delta symbol. Assuming the material is isotropic with Poisson&#x2019;s ratio <inline-formula id="ieqn-7"><mml:math id="mml-ieqn-7"><mml:mi>&#x03BD;</mml:mi></mml:math></inline-formula> and shear modulus <inline-formula id="ieqn-8"><mml:math id="mml-ieqn-8"><mml:mi>&#x03BC;</mml:mi></mml:math></inline-formula>, and the radius of the spherical inclusion is <inline-formula id="ieqn-9"><mml:math id="mml-ieqn-9"><mml:mi>R</mml:mi></mml:math></inline-formula>. Eshelby [<xref ref-type="bibr" rid="ref-28">28</xref>,<xref ref-type="bibr" rid="ref-29">29</xref>] first provided the analytical solution for stress in this case as follows:
<disp-formula id="eqn-2"><label>(2)</label><mml:math id="mml-eqn-2" display="block"><mml:mrow><mml:mtable><mml:mtr><mml:mtd><mml:mrow><mml:mrow><mml:mo>{</mml:mo><mml:mrow><mml:mtable columnalign='left'><mml:mtr columnalign='left'><mml:mtd columnalign='left'><mml:mrow><mml:msubsup><mml:mi>&#x03C3;</mml:mi><mml:mrow><mml:mi>i</mml:mi><mml:mi>j</mml:mi></mml:mrow><mml:mtext>I</mml:mtext></mml:msubsup><mml:mo>=</mml:mo><mml:mo>&#x2212;</mml:mo><mml:mfrac><mml:mrow><mml:mn>4</mml:mn><mml:mi>&#x03BC;</mml:mi><mml:mrow><mml:mo>(</mml:mo><mml:mrow><mml:mn>1</mml:mn><mml:mo>+</mml:mo><mml:mi>&#x03BD;</mml:mi></mml:mrow><mml:mo>)</mml:mo></mml:mrow></mml:mrow><mml:mrow><mml:mn>3</mml:mn><mml:mrow><mml:mo>(</mml:mo><mml:mrow><mml:mn>1</mml:mn><mml:mo>&#x2212;</mml:mo><mml:mi>&#x03BD;</mml:mi></mml:mrow><mml:mo>)</mml:mo></mml:mrow></mml:mrow></mml:mfrac><mml:msup><mml:mover accent='true'><mml:mi>e</mml:mi><mml:mo>&#x00AF;</mml:mo></mml:mover><mml:mtext>v</mml:mtext></mml:msup><mml:msub><mml:mi>&#x03B4;</mml:mi><mml:mrow><mml:mi>i</mml:mi><mml:mi>j</mml:mi></mml:mrow></mml:msub></mml:mrow></mml:mtd><mml:mtd columnalign='left'><mml:mrow><mml:mrow><mml:mo>(</mml:mo><mml:mrow><mml:mi>r</mml:mi><mml:mtext>&#x2009;</mml:mtext><mml:mo>&#x003C;&#x00A0;</mml:mo><mml:mi>R</mml:mi></mml:mrow><mml:mo>)</mml:mo></mml:mrow></mml:mrow></mml:mtd></mml:mtr><mml:mtr columnalign='left'><mml:mtd columnalign='left'><mml:mrow><mml:msubsup><mml:mi>&#x03C3;</mml:mi><mml:mrow><mml:mi>i</mml:mi><mml:mi>j</mml:mi></mml:mrow><mml:mi>M</mml:mi></mml:msubsup><mml:mo>=</mml:mo><mml:mfrac><mml:mrow><mml:mn>2</mml:mn><mml:mi>&#x03BC;</mml:mi><mml:mrow><mml:mo>(</mml:mo><mml:mrow><mml:mn>1</mml:mn><mml:mo>+</mml:mo><mml:mi>&#x03BD;</mml:mi></mml:mrow><mml:mo>)</mml:mo></mml:mrow><mml:msup><mml:mover accent='true'><mml:mi>e</mml:mi><mml:mo>&#x00AF;</mml:mo></mml:mover><mml:mtext>v</mml:mtext></mml:msup></mml:mrow><mml:mrow><mml:mn>3</mml:mn><mml:mrow><mml:mo>(</mml:mo><mml:mrow><mml:mn>1</mml:mn><mml:mo>&#x2212;</mml:mo><mml:mi>&#x03BD;</mml:mi></mml:mrow><mml:mo>)</mml:mo></mml:mrow></mml:mrow></mml:mfrac><mml:msup><mml:mi>R</mml:mi><mml:mn>3</mml:mn></mml:msup><mml:mrow><mml:mo>(</mml:mo><mml:mrow><mml:mfrac><mml:mrow><mml:msub><mml:mi>&#x03B4;</mml:mi><mml:mrow><mml:mi>i</mml:mi><mml:mi>j</mml:mi></mml:mrow></mml:msub></mml:mrow><mml:mrow><mml:msup><mml:mi>r</mml:mi><mml:mn>3</mml:mn></mml:msup></mml:mrow></mml:mfrac><mml:mo>&#x2212;</mml:mo><mml:mfrac><mml:mrow><mml:mn>3</mml:mn><mml:msub><mml:mi>x</mml:mi><mml:mi>i</mml:mi></mml:msub><mml:msub><mml:mi>x</mml:mi><mml:mi>j</mml:mi></mml:msub></mml:mrow><mml:mrow><mml:msup><mml:mi>r</mml:mi><mml:mn>5</mml:mn></mml:msup></mml:mrow></mml:mfrac></mml:mrow><mml:mo>)</mml:mo></mml:mrow></mml:mrow></mml:mtd><mml:mtd columnalign='left'><mml:mrow><mml:mrow><mml:mo>(</mml:mo><mml:mrow><mml:mi>r</mml:mi><mml:mtext>&#x2009;&#x003E;&#x00A0;</mml:mtext><mml:mi>R</mml:mi></mml:mrow><mml:mo>)</mml:mo></mml:mrow></mml:mrow></mml:mtd></mml:mtr></mml:mtable></mml:mrow></mml:mrow></mml:mrow></mml:mtd></mml:mtr></mml:mtable></mml:mrow></mml:math></disp-formula></p>
<p>where <inline-formula id="ieqn-10"><mml:math id="mml-ieqn-10"><mml:msubsup><mml:mi>&#x03C3;</mml:mi><mml:mrow><mml:mi>i</mml:mi><mml:mi>j</mml:mi></mml:mrow><mml:mrow><mml:mrow><mml:mtext>I</mml:mtext></mml:mrow></mml:mrow></mml:msubsup></mml:math></inline-formula> is the stress inside the spherical inclusion; <inline-formula id="ieqn-11"><mml:math id="mml-ieqn-11"><mml:msubsup><mml:mi>&#x03C3;</mml:mi><mml:mrow><mml:mi>i</mml:mi><mml:mi>j</mml:mi></mml:mrow><mml:mrow><mml:mi>M</mml:mi></mml:mrow></mml:msubsup></mml:math></inline-formula> is the stress inside the matrix. According to <xref ref-type="disp-formula" rid="eqn-2">Eq. (2)</xref>, the stress inside the inclusion is constant, and the stress outside the inclusion satisfies <inline-formula id="ieqn-12"><mml:math id="mml-ieqn-12"><mml:msubsup><mml:mi>&#x03C3;</mml:mi><mml:mrow><mml:mi>i</mml:mi><mml:mi>i</mml:mi></mml:mrow><mml:mrow><mml:mi>M</mml:mi></mml:mrow></mml:msubsup><mml:mo>=</mml:mo><mml:mn>0</mml:mn></mml:math></inline-formula>. Therefore, there is no elastic interaction between multiple vacancies. When calculating the elastic strain energy of multiple vacancies, the strain energy of all vacancies can be directly linearly superimposed. Assuming there are <inline-formula id="ieqn-13"><mml:math id="mml-ieqn-13"><mml:mi>n</mml:mi></mml:math></inline-formula> vacancies in the system, and due to the presence of extended defects such as dislocations, grain boundaries, etc., there exists residual stress <inline-formula id="ieqn-14"><mml:math id="mml-ieqn-14"><mml:msubsup><mml:mi>&#x03C3;</mml:mi><mml:mrow><mml:mi>i</mml:mi><mml:mi>j</mml:mi></mml:mrow><mml:mrow><mml:mi>R</mml:mi></mml:mrow></mml:msubsup></mml:math></inline-formula> inside the system. Then, the elastic interaction energy between vacancies and residual stress <inline-formula id="ieqn-15"><mml:math id="mml-ieqn-15"><mml:msubsup><mml:mi>&#x03C3;</mml:mi><mml:mrow><mml:mi>i</mml:mi><mml:mi>j</mml:mi></mml:mrow><mml:mrow><mml:mi>R</mml:mi></mml:mrow></mml:msubsup></mml:math></inline-formula> can be calculated as follows:
<disp-formula id="eqn-3"><label>(3)</label><mml:math id="mml-eqn-3" display="block"><mml:mtable rowspacing="4pt" columnspacing="1em"><mml:mtr><mml:mtd><mml:msubsup><mml:mi>E</mml:mi><mml:mrow><mml:mrow><mml:mtext>int</mml:mtext></mml:mrow></mml:mrow><mml:mrow><mml:mrow><mml:mtext>v</mml:mtext></mml:mrow></mml:mrow></mml:msubsup><mml:mo>=</mml:mo><mml:mo>&#x2212;</mml:mo><mml:msub><mml:mo>&#x222B;</mml:mo><mml:mrow><mml:mi>V</mml:mi></mml:mrow></mml:msub><mml:msubsup><mml:mi>&#x03C3;</mml:mi><mml:mrow><mml:mi>i</mml:mi><mml:mi>j</mml:mi></mml:mrow><mml:mrow><mml:mrow><mml:mtext>R</mml:mtext></mml:mrow></mml:mrow></mml:msubsup><mml:msubsup><mml:mi>e</mml:mi><mml:mrow><mml:mi>i</mml:mi><mml:mi>j</mml:mi></mml:mrow><mml:mrow><mml:mrow><mml:mtext>v</mml:mtext></mml:mrow></mml:mrow></mml:msubsup><mml:mi>d</mml:mi><mml:mi>V</mml:mi></mml:mtd></mml:mtr></mml:mtable></mml:math></disp-formula></p>
<p>In current model, we evaluate the elastic field of vacancies using the Eshelby spherical inclusions model. The size of the spherical inclusions is comparable to the size of an atom. Therefore, we can approximate that the stress of the extended defects is uniformly distributed within the spherical inclusion, similar to the stress at the center of the spherical inclusion. As a result, the interaction energy of the vacancy and the extended defect can be approximated as <inline-formula id="ieqn-16"><mml:math id="mml-ieqn-16"><mml:mo>&#x2212;</mml:mo><mml:mn>3</mml:mn><mml:mi>n</mml:mi><mml:msubsup><mml:mi>&#x03C3;</mml:mi><mml:mrow><mml:mrow><mml:mtext>H</mml:mtext></mml:mrow></mml:mrow><mml:mrow><mml:mrow><mml:mtext>R</mml:mtext></mml:mrow></mml:mrow></mml:msubsup><mml:msup><mml:mover><mml:mi>e</mml:mi><mml:mo accent="false">&#x00AF;</mml:mo></mml:mover><mml:mrow><mml:mrow><mml:mtext>v</mml:mtext></mml:mrow></mml:mrow></mml:msup><mml:mi mathvariant="normal">&#x03A9;</mml:mi></mml:math></inline-formula>, where <inline-formula id="ieqn-17"><mml:math id="mml-ieqn-17"><mml:msubsup><mml:mi>&#x03C3;</mml:mi><mml:mrow><mml:mrow><mml:mtext>H</mml:mtext></mml:mrow></mml:mrow><mml:mrow><mml:mrow><mml:mtext>R</mml:mtext></mml:mrow></mml:mrow></mml:msubsup><mml:mo>&#x2261;</mml:mo><mml:mstyle displaystyle="true" scriptlevel="0"><mml:mfrac><mml:msubsup><mml:mi>&#x03C3;</mml:mi><mml:mrow><mml:mi>i</mml:mi><mml:mi>i</mml:mi></mml:mrow><mml:mrow><mml:mrow><mml:mtext>R</mml:mtext></mml:mrow></mml:mrow></mml:msubsup><mml:mn>3</mml:mn></mml:mfrac></mml:mstyle></mml:math></inline-formula> is the hydrostatic stress of extended defects. Therefore, the free energy of the system can be calculated as
<disp-formula id="eqn-4"><label>(4)</label><mml:math id="mml-eqn-4" display="block"><mml:mtable rowspacing="4pt" columnspacing="1em"><mml:mtr><mml:mtd><mml:mi>G</mml:mi><mml:mrow><mml:mo>(</mml:mo><mml:mi>n</mml:mi><mml:mo>)</mml:mo></mml:mrow><mml:mo>=</mml:mo><mml:mi>n</mml:mi><mml:msub><mml:mi>E</mml:mi><mml:mrow><mml:mrow><mml:mtext>f</mml:mtext></mml:mrow></mml:mrow></mml:msub><mml:mo>&#x2212;</mml:mo><mml:mn>3</mml:mn><mml:mi>n</mml:mi><mml:msubsup><mml:mi>&#x03C3;</mml:mi><mml:mrow><mml:mrow><mml:mtext>H</mml:mtext></mml:mrow></mml:mrow><mml:mrow><mml:mrow><mml:mtext>R</mml:mtext></mml:mrow></mml:mrow></mml:msubsup><mml:msup><mml:mover><mml:mi>e</mml:mi><mml:mo accent="false">&#x00AF;</mml:mo></mml:mover><mml:mrow><mml:mrow><mml:mtext>v</mml:mtext></mml:mrow></mml:mrow></mml:msup><mml:mi mathvariant="normal">&#x03A9;</mml:mi><mml:mo>+</mml:mo><mml:msubsup><mml:mi>E</mml:mi><mml:mrow><mml:mrow><mml:mtext>e</mml:mtext></mml:mrow></mml:mrow><mml:mrow><mml:mrow><mml:mtext>R</mml:mtext></mml:mrow></mml:mrow></mml:msubsup><mml:mo>&#x2212;</mml:mo><mml:mi>T</mml:mi><mml:mi>S</mml:mi><mml:mrow><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 <inline-formula id="ieqn-18"><mml:math id="mml-ieqn-18"><mml:msubsup><mml:mi>E</mml:mi><mml:mrow><mml:mrow><mml:mtext>e</mml:mtext></mml:mrow></mml:mrow><mml:mrow><mml:mrow><mml:mtext>R</mml:mtext></mml:mrow></mml:mrow></mml:msubsup></mml:math></inline-formula> is the elastic energy of extended defects; <inline-formula id="ieqn-19"><mml:math id="mml-ieqn-19"><mml:mi>T</mml:mi></mml:math></inline-formula> is the absolute temperature; <inline-formula id="ieqn-20"><mml:math id="mml-ieqn-20"><mml:mi>S</mml:mi><mml:mrow><mml:mo>(</mml:mo><mml:mi>n</mml:mi><mml:mo>)</mml:mo></mml:mrow><mml:mo>=</mml:mo><mml:msub><mml:mi>k</mml:mi><mml:mrow><mml:mi>B</mml:mi></mml:mrow></mml:msub><mml:mi>ln</mml:mi><mml:mo>&#x2061;</mml:mo><mml:mstyle displaystyle="true" scriptlevel="0"><mml:mfrac><mml:mrow><mml:mi>N</mml:mi><mml:mo>!</mml:mo></mml:mrow><mml:mrow><mml:mi>n</mml:mi><mml:mo>!</mml:mo><mml:mrow><mml:mo>(</mml:mo><mml:mi>N</mml:mi><mml:mo>&#x2212;</mml:mo><mml:mi>n</mml:mi><mml:mo>)</mml:mo></mml:mrow><mml:mo>!</mml:mo></mml:mrow></mml:mfrac></mml:mstyle></mml:math></inline-formula> is the configurational entropy of vacancies; <inline-formula id="ieqn-21"><mml:math id="mml-ieqn-21"><mml:msub><mml:mi>k</mml:mi><mml:mrow><mml:mi>B</mml:mi></mml:mrow></mml:msub></mml:math></inline-formula> is the Boltzmann constant; <inline-formula id="ieqn-22"><mml:math id="mml-ieqn-22"><mml:mi>N</mml:mi></mml:math></inline-formula> is the number of lattice sites. According to <xref ref-type="disp-formula" rid="eqn-4">Eq. (4)</xref>, the chemical potential of vacancies can be calculated as
<disp-formula id="eqn-5"><label>(5)</label><mml:math id="mml-eqn-5" display="block"><mml:mtable rowspacing="4pt" columnspacing="1em"><mml:mtr><mml:mtd><mml:msub><mml:mi>&#x03BC;</mml:mi><mml:mrow><mml:mrow><mml:mtext>v</mml:mtext></mml:mrow></mml:mrow></mml:msub><mml:mo>=</mml:mo><mml:mstyle displaystyle="true" scriptlevel="0"><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:mstyle><mml:mo>=</mml:mo><mml:msub><mml:mi>E</mml:mi><mml:mrow><mml:mrow><mml:mtext>f</mml:mtext></mml:mrow></mml:mrow></mml:msub><mml:mo>&#x2212;</mml:mo><mml:mn>3</mml:mn><mml:msubsup><mml:mi>&#x03C3;</mml:mi><mml:mrow><mml:mrow><mml:mtext>H</mml:mtext></mml:mrow></mml:mrow><mml:mrow><mml:mrow><mml:mtext>R</mml:mtext></mml:mrow></mml:mrow></mml:msubsup><mml:msup><mml:mover><mml:mi>e</mml:mi><mml:mo accent="false">&#x00AF;</mml:mo></mml:mover><mml:mrow><mml:mrow><mml:mtext>v</mml:mtext></mml:mrow></mml:mrow></mml:msup><mml:mi mathvariant="normal">&#x03A9;</mml:mi><mml:mo>+</mml:mo><mml:msub><mml:mi>k</mml:mi><mml:mrow><mml:mi>B</mml:mi></mml:mrow></mml:msub><mml:mi>T</mml:mi><mml:mi>ln</mml:mi><mml:mo>&#x2061;</mml:mo><mml:mstyle displaystyle="true" scriptlevel="0"><mml:mfrac><mml:msub><mml:mi>c</mml:mi><mml:mrow><mml:mrow><mml:mtext>v</mml:mtext></mml:mrow></mml:mrow></mml:msub><mml:mrow><mml:mo>(</mml:mo><mml:mn>1</mml:mn><mml:mo>&#x2212;</mml:mo><mml:msub><mml:mi>c</mml:mi><mml:mrow><mml:mrow><mml:mtext>v</mml:mtext></mml:mrow></mml:mrow></mml:msub><mml:mo>)</mml:mo></mml:mrow></mml:mfrac></mml:mstyle></mml:mtd></mml:mtr></mml:mtable></mml:math></disp-formula>where <inline-formula id="ieqn-23"><mml:math id="mml-ieqn-23"><mml:msub><mml:mi>E</mml:mi><mml:mrow><mml:mrow><mml:mtext>f</mml:mtext></mml:mrow></mml:mrow></mml:msub></mml:math></inline-formula> is the formation energy of vacancy; <inline-formula id="ieqn-24"><mml:math id="mml-ieqn-24"><mml:msub><mml:mi>c</mml:mi><mml:mrow><mml:mrow><mml:mtext>v</mml:mtext></mml:mrow></mml:mrow></mml:msub><mml:mo>&#x2261;</mml:mo><mml:mstyle displaystyle="true" scriptlevel="0"><mml:mfrac><mml:mi>n</mml:mi><mml:mi>N</mml:mi></mml:mfrac></mml:mstyle></mml:math></inline-formula> is the vacancy concentration. Since <inline-formula id="ieqn-25"><mml:math id="mml-ieqn-25"><mml:msubsup><mml:mi>&#x03C3;</mml:mi><mml:mrow><mml:mrow><mml:mtext>H</mml:mtext></mml:mrow></mml:mrow><mml:mrow><mml:mrow><mml:mtext>R</mml:mtext></mml:mrow></mml:mrow></mml:msubsup></mml:math></inline-formula> is spatially non-uniform, <inline-formula id="ieqn-26"><mml:math id="mml-ieqn-26"><mml:msub><mml:mi>c</mml:mi><mml:mrow><mml:mrow><mml:mtext>v</mml:mtext></mml:mrow></mml:mrow></mml:msub></mml:math></inline-formula> is also a function of spatial location, which can be simplified as
<disp-formula id="eqn-6"><label>(6)</label><mml:math id="mml-eqn-6" display="block"><mml:mtable rowspacing="4pt" columnspacing="1em"><mml:mtr><mml:mtd><mml:mstyle displaystyle="true" scriptlevel="0"><mml:mfrac><mml:msub><mml:mi>c</mml:mi><mml:mrow><mml:mrow><mml:mtext>v</mml:mtext></mml:mrow></mml:mrow></mml:msub><mml:mrow><mml:mn>1</mml:mn><mml:mo>&#x2212;</mml:mo><mml:msub><mml:mi>c</mml:mi><mml:mrow><mml:mrow><mml:mtext>v</mml:mtext></mml:mrow></mml:mrow></mml:msub></mml:mrow></mml:mfrac></mml:mstyle><mml:mo>=</mml:mo><mml:mi>exp</mml:mi><mml:mo>&#x2061;</mml:mo><mml:mrow><mml:mo>(</mml:mo><mml:mstyle displaystyle="true" scriptlevel="0"><mml:mfrac><mml:mrow><mml:msub><mml:mi>&#x03BC;</mml:mi><mml:mrow><mml:mrow><mml:mtext>v</mml:mtext></mml:mrow></mml:mrow></mml:msub><mml:mo>&#x2212;</mml:mo><mml:msub><mml:mi>E</mml:mi><mml:mrow><mml:mrow><mml:mtext>f</mml:mtext></mml:mrow></mml:mrow></mml:msub><mml:mo>+</mml:mo><mml:mn>3</mml:mn><mml:msubsup><mml:mi>&#x03C3;</mml:mi><mml:mrow><mml:mrow><mml:mtext>H</mml:mtext></mml:mrow></mml:mrow><mml:mrow><mml:mrow><mml:mtext>R</mml:mtext></mml:mrow></mml:mrow></mml:msubsup><mml:msup><mml:mover><mml:mi>e</mml:mi><mml:mo accent="false">&#x00AF;</mml:mo></mml:mover><mml:mrow><mml:mrow><mml:mtext>v</mml:mtext></mml:mrow></mml:mrow></mml:msup><mml:mi mathvariant="normal">&#x03A9;</mml:mi></mml:mrow><mml:mrow><mml:msub><mml:mi>k</mml:mi><mml:mrow><mml:mi>B</mml:mi></mml:mrow></mml:msub><mml:mi>T</mml:mi></mml:mrow></mml:mfrac></mml:mstyle><mml:mo>)</mml:mo></mml:mrow></mml:mtd></mml:mtr></mml:mtable></mml:math></disp-formula></p>
<p>When <inline-formula id="ieqn-27"><mml:math id="mml-ieqn-27"><mml:msubsup><mml:mi>&#x03C3;</mml:mi><mml:mrow><mml:mrow><mml:mtext>H</mml:mtext></mml:mrow></mml:mrow><mml:mrow><mml:mrow><mml:mtext>R</mml:mtext></mml:mrow></mml:mrow></mml:msubsup><mml:mo>=</mml:mo><mml:mn>0</mml:mn></mml:math></inline-formula>, the distribution of vacancies is uniform. Assuming the uniform vacancy concentration <inline-formula id="ieqn-28"><mml:math id="mml-ieqn-28"><mml:msub><mml:mover><mml:mi>c</mml:mi><mml:mo accent="false">&#x00AF;</mml:mo></mml:mover><mml:mrow><mml:mrow><mml:mtext>v</mml:mtext></mml:mrow></mml:mrow></mml:msub></mml:math></inline-formula>, substitute it into <xref ref-type="disp-formula" rid="eqn-6">Eq. (6)</xref> and obtain the following:
<disp-formula id="eqn-7"><label>(7)</label><mml:math id="mml-eqn-7" display="block"><mml:mtable rowspacing="4pt" columnspacing="1em"><mml:mtr><mml:mtd><mml:mstyle displaystyle="true" scriptlevel="0"><mml:mfrac><mml:msub><mml:mover><mml:mi>c</mml:mi><mml:mo accent="false">&#x00AF;</mml:mo></mml:mover><mml:mrow><mml:mrow><mml:mtext>v</mml:mtext></mml:mrow></mml:mrow></mml:msub><mml:mrow><mml:mn>1</mml:mn><mml:mo>&#x2212;</mml:mo><mml:msub><mml:mover><mml:mi>c</mml:mi><mml:mo accent="false">&#x00AF;</mml:mo></mml:mover><mml:mrow><mml:mrow><mml:mtext>v</mml:mtext></mml:mrow></mml:mrow></mml:msub></mml:mrow></mml:mfrac></mml:mstyle><mml:mo>=</mml:mo><mml:mi>exp</mml:mi><mml:mo>&#x2061;</mml:mo><mml:mrow><mml:mo>(</mml:mo><mml:mstyle displaystyle="true" scriptlevel="0"><mml:mfrac><mml:mrow><mml:msub><mml:mi>&#x03BC;</mml:mi><mml:mrow><mml:mrow><mml:mtext>v</mml:mtext></mml:mrow></mml:mrow></mml:msub><mml:mo>&#x2212;</mml:mo><mml:msub><mml:mi>E</mml:mi><mml:mrow><mml:mrow><mml:mtext>f</mml:mtext></mml:mrow></mml:mrow></mml:msub></mml:mrow><mml:mrow><mml:msub><mml:mi>k</mml:mi><mml:mrow><mml:mi>B</mml:mi></mml:mrow></mml:msub><mml:mi>T</mml:mi></mml:mrow></mml:mfrac></mml:mstyle><mml:mo>)</mml:mo></mml:mrow></mml:mtd></mml:mtr></mml:mtable></mml:math></disp-formula></p>
<p>Thereafter, combining <xref ref-type="disp-formula" rid="eqn-6">Eqs. (6)</xref> and <xref ref-type="disp-formula" rid="eqn-7">(7)</xref> gives rise to the distribution of vacancies in equilibrium state (for <inline-formula id="ieqn-29"><mml:math id="mml-ieqn-29"><mml:msub><mml:mi>c</mml:mi><mml:mrow><mml:mrow><mml:mtext>v</mml:mtext></mml:mrow></mml:mrow></mml:msub><mml:mo>,</mml:mo><mml:msub><mml:mover><mml:mi>c</mml:mi><mml:mo accent="false">&#x00AF;</mml:mo></mml:mover><mml:mrow><mml:mrow><mml:mtext>v</mml:mtext></mml:mrow></mml:mrow></mml:msub><mml:mo>&#x226A;</mml:mo><mml:mn>1</mml:mn></mml:math></inline-formula>).
<disp-formula id="eqn-8"><label>(8)</label><mml:math id="mml-eqn-8" display="block"><mml:mtable rowspacing="4pt" columnspacing="1em"><mml:mtr><mml:mtd><mml:mi>&#x03C7;</mml:mi><mml:mrow><mml:mo>(</mml:mo><mml:mi mathvariant="bold-italic">x</mml:mi><mml:mo>)</mml:mo></mml:mrow><mml:mo>&#x2261;</mml:mo><mml:mstyle displaystyle="true" scriptlevel="0"><mml:mfrac><mml:msub><mml:mi>c</mml:mi><mml:mrow><mml:mrow><mml:mtext>v</mml:mtext></mml:mrow></mml:mrow></mml:msub><mml:msub><mml:mover><mml:mi>c</mml:mi><mml:mo accent="false">&#x00AF;</mml:mo></mml:mover><mml:mrow><mml:mrow><mml:mtext>v</mml:mtext></mml:mrow></mml:mrow></mml:msub></mml:mfrac></mml:mstyle><mml:mo>=</mml:mo><mml:mi>exp</mml:mi><mml:mo>&#x2061;</mml:mo><mml:mrow><mml:mo>(</mml:mo><mml:mstyle displaystyle="true" scriptlevel="0"><mml:mfrac><mml:mrow><mml:mn>3</mml:mn><mml:msubsup><mml:mi>&#x03C3;</mml:mi><mml:mrow><mml:mrow><mml:mtext>H</mml:mtext></mml:mrow></mml:mrow><mml:mrow><mml:mrow><mml:mtext>R</mml:mtext></mml:mrow></mml:mrow></mml:msubsup><mml:msup><mml:mover><mml:mi>e</mml:mi><mml:mo accent="false">&#x00AF;</mml:mo></mml:mover><mml:mrow><mml:mrow><mml:mtext>v</mml:mtext></mml:mrow></mml:mrow></mml:msup><mml:mi mathvariant="normal">&#x03A9;</mml:mi></mml:mrow><mml:mrow><mml:msub><mml:mi>k</mml:mi><mml:mrow><mml:mi>B</mml:mi></mml:mrow></mml:msub><mml:mi>T</mml:mi></mml:mrow></mml:mfrac></mml:mstyle><mml:mo>)</mml:mo></mml:mrow></mml:mtd></mml:mtr></mml:mtable></mml:math></disp-formula></p>
<p>The above equation defines the relative vacancy concentration <inline-formula id="ieqn-30"><mml:math id="mml-ieqn-30"><mml:mi>&#x03C7;</mml:mi><mml:mrow><mml:mo>(</mml:mo><mml:mi mathvariant="bold-italic">x</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula>. According to <xref ref-type="disp-formula" rid="eqn-8">Eq. (8)</xref>, <inline-formula id="ieqn-31"><mml:math id="mml-ieqn-31"><mml:mi>&#x03C7;</mml:mi><mml:mrow><mml:mo>(</mml:mo><mml:mi mathvariant="bold-italic">x</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula> decreases with the increase in <inline-formula id="ieqn-32"><mml:math id="mml-ieqn-32"><mml:msubsup><mml:mi>&#x03C3;</mml:mi><mml:mrow><mml:mrow><mml:mtext>H</mml:mtext></mml:mrow></mml:mrow><mml:mrow><mml:mrow><mml:mtext>R</mml:mtext></mml:mrow></mml:mrow></mml:msubsup></mml:math></inline-formula>, indicating that vacancies tend to distribute in the negative hydrostatic stress region. Due to the negative elastic interaction energy between vacancies and residual stresses, there is a reduction in the system&#x2019;s elastic strain energy. It is crucial to note that this derivation omits the influence of image forces on the vacancy distribution and assumes an infinite system. Furthermore, the focus is exclusively on the equilibrium distribution of vacancies, disregarding the kinetic effects of vacancy diffusion.</p>
</sec>
<sec id="s2_2">
<label>2.2</label>
<title>Distribution of Vacancies at a Grain Boundary</title>
<p>Polycrystalline materials consist of numerous grains with varying orientations. The grain boundary, the interface between two adjacent grains, is instrumental in defining the material&#x2019;s mechanical properties [<xref ref-type="bibr" rid="ref-30">30</xref>]. Despite the efforts that have been given for decades, it is still challenging to appropriately incorporate grain boundaries into many micromechanical modeling, owing to the complicated structures and properties associated with essentially an infinite set of possible grain boundaries contained in a real material [<xref ref-type="bibr" rid="ref-30">30</xref>&#x2013;<xref ref-type="bibr" rid="ref-32">32</xref>]. However, for a low-angle symmetric tilt grain boundary, a widely accepted model describes the boundary using dislocations. As depicted in <xref ref-type="fig" rid="fig-2">Fig. 2a</xref>, the grain boundary is represented by a series of infinitely long edge dislocations with an identical Burgers vector; the associated misorientation angle <inline-formula id="ieqn-33"><mml:math id="mml-ieqn-33"><mml:mi>&#x03B8;</mml:mi></mml:math></inline-formula> is determined by the Frank formulas [<xref ref-type="bibr" rid="ref-33">33</xref>].</p>
<fig id="fig-2">
<label>Figure 2</label>
<caption>
<title>(a) Schematic of symmetrically tilted grain boundaries; (b) Hydrostatic stress field near grain boundary, the unit is GPa; (c) Distribution of relative vacancy concentration near grain boundary</title>
</caption>
<graphic mimetype="image" mime-subtype="tif" xlink:href="CMES_48334-fig-2.tif"/>
</fig>
<p><disp-formula id="eqn-9"><label>(9)</label><mml:math id="mml-eqn-9" display="block"><mml:mtable rowspacing="4pt" columnspacing="1em"><mml:mtr><mml:mtd><mml:mi>d</mml:mi><mml:mo>=</mml:mo><mml:mstyle displaystyle="true" scriptlevel="0"><mml:mfrac><mml:mi>b</mml:mi><mml:mi>&#x03B8;</mml:mi></mml:mfrac></mml:mstyle></mml:mtd></mml:mtr></mml:mtable></mml:math></disp-formula>where <inline-formula id="ieqn-34"><mml:math id="mml-ieqn-34"><mml:mi>d</mml:mi></mml:math></inline-formula> is the spacing between edge dislocations; <inline-formula id="ieqn-35"><mml:math id="mml-ieqn-35"><mml:mi>b</mml:mi></mml:math></inline-formula> is the magnitude of the Burgers vector. Within the linear theory of dislocations [<xref ref-type="bibr" rid="ref-34">34</xref>], the stress field of the grain boundary emerges as the linear superposition of the stress fields from each edge dislocation, leading to the following:</p>
<p><disp-formula id="eqn-10"><label>(10)</label><mml:math id="mml-eqn-10" display="block"><mml:mrow><mml:mtable><mml:mtr><mml:mtd><mml:mrow><mml:mrow><mml:mo>{</mml:mo><mml:mrow><mml:mtable columnalign='left'><mml:mtr columnalign='left'><mml:mtd columnalign='left'><mml:mrow><mml:msub><mml:mi>&#x03C3;</mml:mi><mml:mrow><mml:mi>x</mml:mi><mml:mi>x</mml:mi></mml:mrow></mml:msub><mml:mo>=</mml:mo><mml:mo>&#x2212;</mml:mo><mml:msub><mml:mi>&#x03C3;</mml:mi><mml:mn>0</mml:mn></mml:msub><mml:mi>sin</mml:mi><mml:mrow><mml:mo>(</mml:mo><mml:mrow><mml:mn>2</mml:mn><mml:mi>&#x03C0;</mml:mi><mml:mi>Y</mml:mi></mml:mrow><mml:mo>)</mml:mo></mml:mrow><mml:mrow><mml:mo>(</mml:mo><mml:mrow><mml:mi>cosh</mml:mi><mml:mrow><mml:mo>(</mml:mo><mml:mrow><mml:mn>2</mml:mn><mml:mi>&#x03C0;</mml:mi><mml:mi>X</mml:mi></mml:mrow><mml:mo>)</mml:mo></mml:mrow><mml:mo>&#x2212;</mml:mo><mml:mi>cos</mml:mi><mml:mrow><mml:mo>(</mml:mo><mml:mrow><mml:mn>2</mml:mn><mml:mi>&#x03C0;</mml:mi><mml:mi>Y</mml:mi></mml:mrow><mml:mo>)</mml:mo></mml:mrow><mml:mo>+</mml:mo><mml:mn>2</mml:mn><mml:mi>&#x03C0;</mml:mi><mml:mi>X</mml:mi><mml:mi>sinh</mml:mi><mml:mrow><mml:mo>(</mml:mo><mml:mrow><mml:mn>2</mml:mn><mml:mi>&#x03C0;</mml:mi><mml:mi>X</mml:mi></mml:mrow><mml:mo>)</mml:mo></mml:mrow></mml:mrow><mml:mo>)</mml:mo></mml:mrow></mml:mrow></mml:mtd></mml:mtr><mml:mtr columnalign='left'><mml:mtd columnalign='left'><mml:mrow><mml:msub><mml:mi>&#x03C3;</mml:mi><mml:mrow><mml:mi>y</mml:mi><mml:mi>y</mml:mi></mml:mrow></mml:msub><mml:mo>=</mml:mo><mml:mo>&#x2212;</mml:mo><mml:msub><mml:mi>&#x03C3;</mml:mi><mml:mn>0</mml:mn></mml:msub><mml:mi>sin</mml:mi><mml:mrow><mml:mo>(</mml:mo><mml:mrow><mml:mn>2</mml:mn><mml:mi>&#x03C0;</mml:mi><mml:mi>Y</mml:mi></mml:mrow><mml:mo>)</mml:mo></mml:mrow><mml:mrow><mml:mo>(</mml:mo><mml:mrow><mml:mi>cosh</mml:mi><mml:mrow><mml:mo>(</mml:mo><mml:mrow><mml:mn>2</mml:mn><mml:mi>&#x03C0;</mml:mi><mml:mi>X</mml:mi></mml:mrow><mml:mo>)</mml:mo></mml:mrow><mml:mo>&#x2212;</mml:mo><mml:mi>cos</mml:mi><mml:mrow><mml:mo>(</mml:mo><mml:mrow><mml:mn>2</mml:mn><mml:mi>&#x03C0;</mml:mi><mml:mi>Y</mml:mi></mml:mrow><mml:mo>)</mml:mo></mml:mrow><mml:mo>&#x2212;</mml:mo><mml:mn>2</mml:mn><mml:mi>&#x03C0;</mml:mi><mml:mi>X</mml:mi><mml:mi>sinh</mml:mi><mml:mrow><mml:mo>(</mml:mo><mml:mrow><mml:mn>2</mml:mn><mml:mi>&#x03C0;</mml:mi><mml:mi>X</mml:mi></mml:mrow><mml:mo>)</mml:mo></mml:mrow></mml:mrow><mml:mo>)</mml:mo></mml:mrow></mml:mrow></mml:mtd></mml:mtr><mml:mtr columnalign='left'><mml:mtd columnalign='left'><mml:mrow><mml:msub><mml:mi>&#x03C3;</mml:mi><mml:mrow><mml:mi>x</mml:mi><mml:mi>y</mml:mi></mml:mrow></mml:msub><mml:mo>=</mml:mo><mml:msub><mml:mi>&#x03C3;</mml:mi><mml:mn>0</mml:mn></mml:msub><mml:mn>2</mml:mn><mml:mi>&#x03C0;</mml:mi><mml:mi>X</mml:mi><mml:mrow><mml:mo>(</mml:mo><mml:mrow><mml:mi>cosh</mml:mi><mml:mrow><mml:mo>(</mml:mo><mml:mrow><mml:mn>2</mml:mn><mml:mi>&#x03C0;</mml:mi><mml:mi>X</mml:mi></mml:mrow><mml:mo>)</mml:mo></mml:mrow><mml:mi>cos</mml:mi><mml:mrow><mml:mo>(</mml:mo><mml:mrow><mml:mn>2</mml:mn><mml:mi>&#x03C0;</mml:mi><mml:mi>Y</mml:mi></mml:mrow><mml:mo>)</mml:mo></mml:mrow><mml:mo>&#x2212;</mml:mo><mml:mn>1</mml:mn></mml:mrow><mml:mo>)</mml:mo></mml:mrow></mml:mrow></mml:mtd></mml:mtr><mml:mtr columnalign='left'><mml:mtd columnalign='left'><mml:mrow><mml:msub><mml:mi>&#x03C3;</mml:mi><mml:mrow><mml:mi>z</mml:mi><mml:mi>z</mml:mi></mml:mrow></mml:msub><mml:mo>=</mml:mo><mml:mi>&#x03BD;</mml:mi><mml:mrow><mml:mo>(</mml:mo><mml:mrow><mml:msub><mml:mi>&#x03C3;</mml:mi><mml:mrow><mml:mi>x</mml:mi><mml:mi>x</mml:mi></mml:mrow></mml:msub><mml:mo>+</mml:mo><mml:msub><mml:mi>&#x03C3;</mml:mi><mml:mrow><mml:mi>y</mml:mi><mml:mi>y</mml:mi></mml:mrow></mml:msub></mml:mrow><mml:mo>)</mml:mo></mml:mrow></mml:mrow></mml:mtd></mml:mtr></mml:mtable></mml:mrow></mml:mrow></mml:mrow></mml:mtd></mml:mtr></mml:mtable></mml:mrow></mml:math></disp-formula></p>
<p>where <inline-formula id="ieqn-36"><mml:math id="mml-ieqn-36"><mml:msub><mml:mi>&#x03C3;</mml:mi><mml:mrow><mml:mn>0</mml:mn></mml:mrow></mml:msub></mml:math></inline-formula>, <inline-formula id="ieqn-37"><mml:math id="mml-ieqn-37"><mml:mi>X</mml:mi></mml:math></inline-formula>, and <inline-formula id="ieqn-38"><mml:math id="mml-ieqn-38"><mml:mi>Y</mml:mi></mml:math></inline-formula> satisfy the following relationship:
<disp-formula id="eqn-11"><label>(11)</label><mml:math id="mml-eqn-11" display="block"><mml:mtable rowspacing="4pt" columnspacing="1em"><mml:mtr><mml:mtd><mml:msub><mml:mi>&#x03C3;</mml:mi><mml:mrow><mml:mn>0</mml:mn></mml:mrow></mml:msub><mml:mo>=</mml:mo><mml:mstyle displaystyle="true" scriptlevel="0"><mml:mfrac><mml:mrow><mml:mi>&#x03BC;</mml:mi><mml:mi>b</mml:mi></mml:mrow><mml:mrow><mml:mn>2</mml:mn><mml:mi>D</mml:mi><mml:mrow><mml:mo>(</mml:mo><mml:mn>1</mml:mn><mml:mo>&#x2212;</mml:mo><mml:mi>&#x03BD;</mml:mi><mml:mo>)</mml:mo></mml:mrow><mml:msup><mml:mrow><mml:mo>(</mml:mo><mml:mi>cosh</mml:mi><mml:mo>&#x2061;</mml:mo><mml:mrow><mml:mo>(</mml:mo><mml:mn>2</mml:mn><mml:mi>&#x03C0;</mml:mi><mml:mi>X</mml:mi><mml:mo>)</mml:mo></mml:mrow><mml:mo>&#x2212;</mml:mo><mml:mi>cos</mml:mi><mml:mo>&#x2061;</mml:mo><mml:mrow><mml:mo>(</mml:mo><mml:mn>2</mml:mn><mml:mi>&#x03C0;</mml:mi><mml:mi>Y</mml:mi><mml:mo>)</mml:mo></mml:mrow><mml:mo>)</mml:mo></mml:mrow><mml:mrow><mml:mn>2</mml:mn></mml:mrow></mml:msup></mml:mrow></mml:mfrac></mml:mstyle><mml:mo>,</mml:mo><mml:mi>X</mml:mi><mml:mo>=</mml:mo><mml:mstyle displaystyle="true" scriptlevel="0"><mml:mfrac><mml:mi>x</mml:mi><mml:mi>d</mml:mi></mml:mfrac></mml:mstyle><mml:mo>,</mml:mo><mml:mi>Y</mml:mi><mml:mo>=</mml:mo><mml:mstyle displaystyle="true" scriptlevel="0"><mml:mfrac><mml:mi>y</mml:mi><mml:mi>d</mml:mi></mml:mfrac></mml:mstyle></mml:mtd></mml:mtr></mml:mtable></mml:math></disp-formula></p>
<p>The parameters utilized in the model are enumerated in <xref ref-type="table" rid="table-1">Table 1</xref>. <xref ref-type="fig" rid="fig-2">Figs. 2b</xref> and <xref ref-type="fig" rid="fig-2">2c</xref> illustrate the hydrostatic stress field near the grain boundary and the spatial distribution of the relative vacancy concentration <inline-formula id="ieqn-39"><mml:math id="mml-ieqn-39"><mml:mi>&#x03C7;</mml:mi><mml:mrow><mml:mo>(</mml:mo><mml:mi mathvariant="bold-italic">x</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula> according to <xref ref-type="disp-formula" rid="eqn-8">Eq. (8)</xref>. Notably, due to the mutual shielding of dislocation stress fields, no long-range stress field exists at the grain boundary, with stress concentration primarily near it. Consequently, the vacancy concentration distribution near the grain boundary is highly non-uniform. In regions where the hydrostatic stress is negative, the local vacancy concentration exceeds the average, whereas it falls below the average in areas with positive hydrostatic stress. Recent experimental findings suggest that grain boundaries are primary nucleation sites for voids, with vacancy condensation as the nucleation mechanism. The current analysis indicates a higher local vacancy concentration at the grain boundary under thermodynamic equilibrium, facilitating void nucleation through vacancy condensation, aligning with experimental observations [<xref ref-type="bibr" rid="ref-17">17</xref>,<xref ref-type="bibr" rid="ref-18">18</xref>,<xref ref-type="bibr" rid="ref-21">21</xref>].</p>
<table-wrap id="table-1">
<label>Table 1</label>
<caption>
<title>Relevant parameters for model analysis</title>
</caption>
<table frame="hsides">
<colgroup>
<col align="left"/>
<col align="left"/>
<col align="left"/>
</colgroup>
<thead>
<tr>
<th>Symbol</th>
<th>Value</th>
<th>Interpretation</th>
</tr>
</thead>
<tbody>
<tr>
<td><inline-formula id="ieqn-40"><mml:math id="mml-ieqn-40"><mml:mi>&#x03BC;</mml:mi></mml:math></inline-formula></td>
<td><inline-formula id="ieqn-41"><mml:math id="mml-ieqn-41"><mml:mn>11</mml:mn><mml:mspace width="thinmathspace" /><mml:mrow><mml:mtext>GPa</mml:mtext></mml:mrow></mml:math></inline-formula></td>
<td>Shear modulus</td>
</tr>
<tr>
<td><inline-formula id="ieqn-42"><mml:math id="mml-ieqn-42"><mml:mrow><mml:mi mathvariant="normal">&#x03BD;</mml:mi></mml:mrow></mml:math></inline-formula></td>
<td><inline-formula id="ieqn-43"><mml:math id="mml-ieqn-43"><mml:mn>0.3</mml:mn></mml:math></inline-formula></td>
<td>Poisson&#x2019;s ratio</td>
</tr>
<tr>
<td><inline-formula id="ieqn-44"><mml:math id="mml-ieqn-44"><mml:msup><mml:mover><mml:mi>e</mml:mi><mml:mo accent="false">&#x00AF;</mml:mo></mml:mover><mml:mrow><mml:mrow><mml:mtext>v</mml:mtext></mml:mrow></mml:mrow></mml:msup></mml:math></inline-formula></td>
<td><inline-formula id="ieqn-45"><mml:math id="mml-ieqn-45"><mml:mo>&#x2212;</mml:mo><mml:mn>0.07</mml:mn></mml:math></inline-formula></td>
<td>Eigen-strain of vacancy</td>
</tr>
<tr>
<td><inline-formula id="ieqn-46"><mml:math id="mml-ieqn-46"><mml:mi>b</mml:mi></mml:math></inline-formula></td>
<td><inline-formula id="ieqn-47"><mml:math id="mml-ieqn-47"><mml:mn>0.25</mml:mn><mml:mrow><mml:mtext>&#xA0;nm</mml:mtext></mml:mrow></mml:math></inline-formula></td>
<td>Burger vector magnitude</td>
</tr>
<tr>
<td><inline-formula id="ieqn-48"><mml:math id="mml-ieqn-48"><mml:mi mathvariant="normal">&#x03A9;</mml:mi></mml:math></inline-formula></td>
<td><inline-formula id="ieqn-49"><mml:math id="mml-ieqn-49"><mml:mn>0.01224</mml:mn><mml:mspace width="thinmathspace" /><mml:msup><mml:mrow><mml:mtext>nm</mml:mtext></mml:mrow><mml:mrow><mml:mn>3</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula></td>
<td>Atomic volume</td>
</tr>
<tr>
<td><inline-formula id="ieqn-50"><mml:math id="mml-ieqn-50"><mml:mi>&#x03B8;</mml:mi></mml:math></inline-formula></td>
<td><inline-formula id="ieqn-51"><mml:math id="mml-ieqn-51"><mml:msup><mml:mn>2</mml:mn><mml:mrow><mml:mo>&#x2218;</mml:mo></mml:mrow></mml:msup></mml:math></inline-formula></td>
<td>Misorientation angle of grain boundary</td>
</tr>
<tr>
<td><inline-formula id="ieqn-52"><mml:math id="mml-ieqn-52"><mml:mi>T</mml:mi></mml:math></inline-formula></td>
<td><inline-formula id="ieqn-53"><mml:math id="mml-ieqn-53"><mml:mn>300</mml:mn><mml:mspace width="thinmathspace" /><mml:mrow><mml:mtext>K</mml:mtext></mml:mrow></mml:math></inline-formula></td>
<td>Temperature</td>
</tr>
<tr>
<td><inline-formula id="ieqn-54"><mml:math id="mml-ieqn-54"><mml:msub><mml:mi>k</mml:mi><mml:mrow><mml:mi>B</mml:mi></mml:mrow></mml:msub></mml:math></inline-formula></td>
<td><inline-formula id="ieqn-55"><mml:math id="mml-ieqn-55"><mml:mn>1.38</mml:mn><mml:mo>&#x00D7;</mml:mo><mml:msup><mml:mn>10</mml:mn><mml:mrow><mml:mo>&#x2212;</mml:mo><mml:mn>23</mml:mn></mml:mrow></mml:msup><mml:mspace width="thinmathspace" /><mml:mrow><mml:mtext>J</mml:mtext></mml:mrow><mml:mrow><mml:mo>/</mml:mo></mml:mrow><mml:mrow><mml:mtext>K</mml:mtext></mml:mrow></mml:math></inline-formula></td>
<td>Boltzmann constant</td>
</tr>
</tbody>
</table>
</table-wrap>
</sec>
</sec>
<sec id="s3">
<label>3</label>
<title>Development of the Finite Element Model</title>
<p>Since plastic deformation in actual materials involves dislocation slips (and potentially phase transformations), these highly non-equilibrium irreversible processes likely result in vacancy distributions different from the equilibrium state previously discussed. Therefore, understanding the driving forces behind the equilibrium distribution of vacancies at the grain boundary is crucial. According to thermodynamic theory, this distribution can persist long enough for thermodynamically possible damage processes like void nucleation to occur. Utilizing the unified micromechanics theory of crystal defects, a finite element model is developed using the open-source software deal.II [<xref ref-type="bibr" rid="ref-35">35</xref>]. This model will be applied in <xref ref-type="sec" rid="s4">Section 4</xref> to investigate the broader scenarios of interaction between vacancies and grain boundaries during plastic deformation. Numerical validations for the developed finite element model are subsequently conducted.</p>
<sec id="s3_1">
<label>3.1</label>
<title>Numerical Validation of the Vacancy Elastic Field</title>
<p>The micromechanical model presented above for vacancies corresponds to an infinite medium. However, in finite element simulations, only finite regions are considered. Before initiating the simulation, determining the appropriate size of the region for obtaining sufficiently accurate numerical solutions remains unknown. The required size for finite element simulations is approximated by analyzing the distribution of the vacancy elastic strain energy. This energy is calculated as follows:
<disp-formula id="eqn-12"><label>(12)</label><mml:math id="mml-eqn-12" display="block"><mml:msub><mml:mi>E</mml:mi><mml:mrow><mml:mrow><mml:mtext>ela</mml:mtext></mml:mrow></mml:mrow></mml:msub><mml:mo>=</mml:mo><mml:mstyle displaystyle="true" scriptlevel="0"><mml:mfrac><mml:mn>1</mml:mn><mml:mn>2</mml:mn></mml:mfrac></mml:mstyle><mml:msubsup><mml:mo>&#x222B;</mml:mo><mml:mrow><mml:mo>&#x2212;</mml:mo><mml:mrow><mml:mi mathvariant="normal">&#x221E;</mml:mi></mml:mrow></mml:mrow><mml:mrow><mml:mrow><mml:mi mathvariant="normal">&#x221E;</mml:mi></mml:mrow></mml:mrow></mml:msubsup><mml:msub><mml:mi>&#x03C3;</mml:mi><mml:mrow><mml:mi>i</mml:mi><mml:mi>j</mml:mi></mml:mrow></mml:msub><mml:msub><mml:mi>&#x03B5;</mml:mi><mml:mrow><mml:mi>i</mml:mi><mml:mi>j</mml:mi></mml:mrow></mml:msub><mml:mi>d</mml:mi><mml:mi>V</mml:mi></mml:math></disp-formula>where <inline-formula id="ieqn-56"><mml:math id="mml-ieqn-56"><mml:msub><mml:mrow><mml:mi mathvariant="normal">&#x03C3;</mml:mi></mml:mrow><mml:mrow><mml:mi>i</mml:mi><mml:mi>j</mml:mi></mml:mrow></mml:msub></mml:math></inline-formula> and <inline-formula id="ieqn-57"><mml:math id="mml-ieqn-57"><mml:msub><mml:mi>&#x03B5;</mml:mi><mml:mrow><mml:mi>i</mml:mi><mml:mi>j</mml:mi></mml:mrow></mml:msub></mml:math></inline-formula> is stress and strain, respectively. By substituting <xref ref-type="disp-formula" rid="eqn-1">Eqs. (1)</xref> and <xref ref-type="disp-formula" rid="eqn-2">(2)</xref> into <xref ref-type="disp-formula" rid="eqn-12">Eq. (12)</xref>, an analytical expression for the total elastic strain energy in an infinite isotropic medium containing a vacancy is derived.
<disp-formula id="eqn-13"><label>(13)</label><mml:math id="mml-eqn-13" display="block"><mml:msub><mml:mi>E</mml:mi><mml:mrow><mml:mrow><mml:mtext>ela</mml:mtext></mml:mrow></mml:mrow></mml:msub><mml:mo>=</mml:mo><mml:mo>&#x2212;</mml:mo><mml:mstyle displaystyle="true" scriptlevel="0"><mml:mfrac><mml:mrow><mml:mn>8</mml:mn><mml:mi>&#x03C0;</mml:mi><mml:mi>&#x03BC;</mml:mi><mml:msup><mml:mrow><mml:msup><mml:mover><mml:mi>e</mml:mi><mml:mo accent="false">&#x00AF;</mml:mo></mml:mover><mml:mrow><mml:mrow><mml:mtext>v</mml:mtext></mml:mrow></mml:mrow></mml:msup></mml:mrow><mml:mrow><mml:mn>2</mml:mn></mml:mrow></mml:msup><mml:msup><mml:mi>a</mml:mi><mml:mrow><mml:mn>3</mml:mn></mml:mrow></mml:msup><mml:mrow><mml:mo>(</mml:mo><mml:mi>&#x03BD;</mml:mi><mml:mo>+</mml:mo><mml:mn>1</mml:mn><mml:mo>)</mml:mo></mml:mrow></mml:mrow><mml:mrow><mml:mn>3</mml:mn><mml:mrow><mml:mo>(</mml:mo><mml:mi>&#x03BD;</mml:mi><mml:mo>&#x2212;</mml:mo><mml:mn>1</mml:mn><mml:mo>)</mml:mo></mml:mrow></mml:mrow></mml:mfrac></mml:mstyle></mml:math></disp-formula></p>
<p>A spherical region with a radius of <inline-formula id="ieqn-58"><mml:math id="mml-ieqn-58"><mml:mi>n</mml:mi><mml:mi>R</mml:mi></mml:math></inline-formula>, centered with the inclusion at the center of the finite element simulation box, is then considered. The elastic strain energy stored is calculated using <xref ref-type="disp-formula" rid="eqn-12">Eq. (12)</xref>, but the integration is confined within the spherical region. The ratio of the strain energy within this sphere to that in the entire (infinite) medium (containing a vacancy) is subsequently calculated <inline-formula id="ieqn-59"><mml:math id="mml-ieqn-59"><mml:msub><mml:mi>E</mml:mi><mml:mrow><mml:mi>n</mml:mi></mml:mrow></mml:msub></mml:math></inline-formula> (<inline-formula id="ieqn-60"><mml:math id="mml-ieqn-60"><mml:mi>n</mml:mi><mml:mo>&#x2265;</mml:mo><mml:mn>2</mml:mn></mml:math></inline-formula>), i.e.,
<disp-formula id="eqn-14"><label>(14)</label><mml:math id="mml-eqn-14" display="block"><mml:msub><mml:mi>E</mml:mi><mml:mrow><mml:mi>n</mml:mi></mml:mrow></mml:msub><mml:mo>=</mml:mo><mml:mstyle displaystyle="true" scriptlevel="0"><mml:mfrac><mml:mrow><mml:mrow><mml:mo>(</mml:mo><mml:mi>&#x03BD;</mml:mi><mml:mo>+</mml:mo><mml:mn>1</mml:mn><mml:mo>)</mml:mo></mml:mrow><mml:mo>+</mml:mo><mml:msup><mml:mi>n</mml:mi><mml:mrow><mml:mn>3</mml:mn></mml:mrow></mml:msup><mml:mrow><mml:mo>(</mml:mo><mml:mi>&#x03BD;</mml:mi><mml:mo>&#x2212;</mml:mo><mml:mn>1</mml:mn><mml:mo>)</mml:mo></mml:mrow></mml:mrow><mml:mrow><mml:mn>3</mml:mn><mml:msup><mml:mi>n</mml:mi><mml:mrow><mml:mn>3</mml:mn></mml:mrow></mml:msup><mml:mrow><mml:mo>(</mml:mo><mml:mi>&#x03BD;</mml:mi><mml:mo>&#x2212;</mml:mo><mml:mn>1</mml:mn><mml:mo>)</mml:mo></mml:mrow></mml:mrow></mml:mfrac></mml:mstyle></mml:math></disp-formula></p>
<p><xref ref-type="disp-formula" rid="eqn-14">Eq. (14)</xref> clearly shows that <inline-formula id="ieqn-61"><mml:math id="mml-ieqn-61"><mml:msub><mml:mi>E</mml:mi><mml:mrow><mml:mi>n</mml:mi></mml:mrow></mml:msub></mml:math></inline-formula> is independent of the eigenstrain, inclusion radius, and shear modulus, relating solely to the Poisson ratio and the size of the spherical region. <xref ref-type="fig" rid="fig-3">Fig. 3</xref> displays the relationship between <inline-formula id="ieqn-62"><mml:math id="mml-ieqn-62"><mml:msub><mml:mi>E</mml:mi><mml:mrow><mml:mi>n</mml:mi></mml:mrow></mml:msub></mml:math></inline-formula> and <inline-formula id="ieqn-63"><mml:math id="mml-ieqn-63"><mml:mi>n</mml:mi></mml:math></inline-formula>. It suggests that the elastic strain energy of vacancies is predominantly distributed within a spherical region with a radius five times that of the inclusion. Beyond this region, the elastic strain energy is almost zero, indicating minimal stresses. Hence, for simulating the elastic field generated by vacancies using the finite element method, setting the region&#x2019;s size to no less than five times the radius of the inclusion yields relatively accurate results. Since the elastic strain energy at the boundary is considerably smaller than inside the vacancy inclusion, the elastic field calculations show little variation whether the simulations are performed with displacement constraints or stress-free conditions.</p>
<fig id="fig-3">
<label>Figure 3</label>
<caption>
<title>Relationship between <inline-formula id="ieqn-64"><mml:math id="mml-ieqn-64"><mml:msub><mml:mi>E</mml:mi><mml:mrow><mml:mi>n</mml:mi></mml:mrow></mml:msub></mml:math></inline-formula> and <inline-formula id="ieqn-65"><mml:math id="mml-ieqn-65"><mml:mi>n</mml:mi></mml:math></inline-formula></title>
</caption>
<graphic mimetype="image" mime-subtype="tif" xlink:href="CMES_48334-fig-3.tif"/>
</fig>
<p>Consider a matrix with a cubic shape, an edge length of 1, and a spherical inclusion of radius 0.1 at its center. The units of length here and subsequently are all reduced (dimensionless). The finite element simulation employs 8-node hexahedral elements with a 64 &#x00D7; 64 &#x00D7; 64 regular subdivision mesh, imposing zero displacement constraints on the boundary conditions, with parameters as listed in <xref ref-type="table" rid="table-1">Table 1</xref>. All finite element simulations in this study are conducted using the open-source finite element library deal.II [<xref ref-type="bibr" rid="ref-35">35</xref>].</p>
<p>Since the spherical inclusion only applies hydrostatic eigenstrain, the shear eigenstrain component is zero. Analytical solutions (<xref ref-type="disp-formula" rid="eqn-2">Eq. (2)</xref>) indicate that the normal stresses within the inclusions are constant and equal, while the shear stress remains zero. <xref ref-type="fig" rid="fig-4">Fig. 4</xref> presents the finite element simulation results for stress, closely mirroring the stress distribution characteristics. To further validate the finite element model&#x2019;s accuracy, a comparison of the simulation results for stress along the y-axis in the cross-section plane (shown in <xref ref-type="fig" rid="fig-4">Fig. 4</xref>) with the analytical solutions (illustrated in <xref ref-type="fig" rid="fig-5">Fig. 5</xref>) is conducted. The finite element simulation results and the analytical solutions closely align in regions distant from the inclusion boundary. However, near the inclusion boundary, the discontinuity in eigenstrain leads to greater discrepancies between the methods. The finite element simulation results show high accuracy for the normal stresses but relatively lower accuracy for the shear stress component. The primary sources of error include abrupt changes in eigenstrain at the inclusion interfaces and the use of regular grids in the simulation. These errors are an acknowledged issue in the numerical modeling of micromechanics with discontinuities and can be mitigated by using a finer mesh, albeit at the expense of increased computational resources. However, this study&#x2019;s ultimate goal is to analyze the elastic interaction between vacancies and grain boundaries based on trends, and the current simulation results are sufficiently accurate for these purposes (The details are discussed in <xref ref-type="sec" rid="s4">Section 4</xref>).</p>
<fig id="fig-4">
<label>Figure 4</label>
<caption>
<title>Finite element simulation results from stress (on the <inline-formula id="ieqn-66"><mml:math id="mml-ieqn-66"><mml:mi>x</mml:mi><mml:mo>=</mml:mo><mml:mn>0</mml:mn></mml:math></inline-formula> plane) in GPa</title>
</caption>
<graphic mimetype="image" mime-subtype="tif" xlink:href="CMES_48334-fig-4.tif"/>
</fig><fig id="fig-5">
<label>Figure 5</label>
<caption>
<title>Comparison of finite element simulation results and analytical solutions for stress (y-axis)</title>
</caption>
<graphic mimetype="image" mime-subtype="tif" xlink:href="CMES_48334-fig-5.tif"/>
</fig>
</sec>
<sec id="s3_2">
<label>3.2</label>
<title>Numerical Validation of Grain Boundary Elastic Field</title>
<p>In order to correctly implement micromechanical simulations of vacancy and grain boundary interactions, the researchers first established a finite element model of the grain boundary and validated its accuracy. As illustrated in <xref ref-type="fig" rid="fig-6">Fig. 6</xref>, since dislocation lines can terminate only inside materials at interfaces or other defects, dislocations in these simulations exist exclusively as dislocation loops [<xref ref-type="bibr" rid="ref-36">36</xref>]. In the finite element simulation, a pair of grain boundary dipoles (each with equal but oppositely directed Burgers vector magnitudes) is placed within a <inline-formula id="ieqn-67"><mml:math id="mml-ieqn-67"><mml:mn>200</mml:mn><mml:mspace width="thinmathspace" /><mml:mrow><mml:mtext>nm</mml:mtext></mml:mrow></mml:math></inline-formula> square area, maintaining a 20 nm separation. The magnitude of the edge dislocation Burgers vector is 0.25 nm, and the dislocation slip plane thickness is 1 nm. Other simulation parameters, as listed in <xref ref-type="table" rid="table-1">Table 1</xref>, include a calculated 7.1 nm spacing between edge dislocations using Frank&#x2019;s formula. This finite element simulation imposes displacement constraints on the boundaries.</p>
<fig id="fig-6">
<label>Figure 6</label>
<caption>
<title>Schematic diagram of finite element model for symmetric tilted grain boundaries</title>
</caption>
<graphic mimetype="image" mime-subtype="tif" xlink:href="CMES_48334-fig-6.tif"/>
</fig>
<p><xref ref-type="fig" rid="fig-7">Fig. 7a</xref> displays the finite element simulation results of stresses generated by the grain boundary, highlighting stress concentration near the grain boundary. <xref ref-type="fig" rid="fig-7">Figs. 7b</xref> and <xref ref-type="fig" rid="fig-7">7c</xref> contrast these finite element simulation results with the analytical stress solution. While the results align well in the direction perpendicular to the grain boundary, there is less agreement parallel to it, indicating only a compatible trend. This discrepancy primarily arises because the finite element simulation can consider only a limited number of dislocations over a finite region. In contrast, the analytical solution involves summing an infinite series of stress terms from each dislocation, leading to inevitable differences between the analytical and numerical solutions. However, as <xref ref-type="sec" rid="s4">Section 4</xref> notes, only the qualitative elastic interaction between vacancies and grain boundaries is analyzed, making these finite element simulation results adequately sufficient.</p>
<fig id="fig-7">
<label>Figure 7</label>
<caption>
<title>(a) Finite element simulation results of stress generated by grain boundary, in GPa; (b) Comparisons between the finite element simulation results and the analytical solutions of stresses (Vertical grain boundary); (c) Comparisons between the finite element simulation results and the analytical solutions of stresses (Parallel grain boundary direction)</title>
</caption>
<graphic mimetype="image" mime-subtype="tif" xlink:href="CMES_48334-fig-7.tif"/>
</fig>
</sec>
</sec>
<sec id="s4">
<label>4</label>
<title>Modeling the Interaction between Vacancies and the Grain Boundary</title>
<p><xref ref-type="sec" rid="s2_1">Section 2.1</xref> suggests that the system&#x2019;s entropy remains constant at a consistent temperature and vacancy number. Consequently, the equilibrium distribution defined by <xref ref-type="disp-formula" rid="eqn-8">Eq. (8)</xref> results in the system&#x2019;s lowest elastic strain energy among all potential vacancy distributions. The methodology involves generating vacancy distributions that satisfy <xref ref-type="disp-formula" rid="eqn-8">Eq. (8)</xref>, calculating the system&#x2019;s elastic strain energy <inline-formula id="ieqn-68"><mml:math id="mml-ieqn-68"><mml:msub><mml:mi>E</mml:mi><mml:mrow><mml:mn>1</mml:mn></mml:mrow></mml:msub></mml:math></inline-formula>, and then randomly creating multiple sets of alternate vacancy distributions (not adhering to <xref ref-type="disp-formula" rid="eqn-8">Eq. (8)</xref>), followed by calculating the system&#x2019;s elastic strain energy <inline-formula id="ieqn-69"><mml:math id="mml-ieqn-69"><mml:msub><mml:mi>E</mml:mi><mml:mrow><mml:mn>2</mml:mn></mml:mrow></mml:msub></mml:math></inline-formula>. If <xref ref-type="disp-formula" rid="eqn-8">Eq. (8)</xref> holds true, then <inline-formula id="ieqn-70"><mml:math id="mml-ieqn-70"><mml:msub><mml:mi>E</mml:mi><mml:mrow><mml:mn>1</mml:mn></mml:mrow></mml:msub></mml:math></inline-formula> will invariably be lower than <inline-formula id="ieqn-71"><mml:math id="mml-ieqn-71"><mml:msub><mml:mi>E</mml:mi><mml:mrow><mml:mn>2</mml:mn></mml:mrow></mml:msub></mml:math></inline-formula>.</p>
<p>Assuming the vacancy distribution is a function of the distance <inline-formula id="ieqn-72"><mml:math id="mml-ieqn-72"><mml:mi>s</mml:mi></mml:math></inline-formula> from a spatial point to the grain boundary, denoted as <inline-formula id="ieqn-73"><mml:math id="mml-ieqn-73"><mml:mi>f</mml:mi><mml:mo stretchy="false">(</mml:mo><mml:mi>s</mml:mi><mml:mo stretchy="false">)</mml:mo></mml:math></inline-formula>, it is important to note that while <inline-formula id="ieqn-74"><mml:math id="mml-ieqn-74"><mml:mi>f</mml:mi><mml:mo stretchy="false">(</mml:mo><mml:mi>s</mml:mi><mml:mo stretchy="false">)</mml:mo></mml:math></inline-formula> does not encompass all possible vacancy distributions, its random distribution parallel to the grain boundary renders it somewhat representative. The assumed form of <inline-formula id="ieqn-75"><mml:math id="mml-ieqn-75"><mml:mi>f</mml:mi><mml:mo stretchy="false">(</mml:mo><mml:mi>s</mml:mi><mml:mo stretchy="false">)</mml:mo></mml:math></inline-formula> is as follows:
<disp-formula id="eqn-15"><label>(15)</label><mml:math id="mml-eqn-15" display="block"><mml:mrow><mml:mo>{</mml:mo><mml:mtable columnalign="center center center" rowspacing="4pt" columnspacing="1em"><mml:mtr><mml:mtd><mml:mi>f</mml:mi><mml:mrow><mml:mo>(</mml:mo><mml:mi>s</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:mtd><mml:mtd><mml:mo>=</mml:mo><mml:mstyle displaystyle="true" scriptlevel="0"><mml:mfrac><mml:mi>k</mml:mi><mml:msup><mml:mi>s</mml:mi><mml:mrow><mml:mi>m</mml:mi></mml:mrow></mml:msup></mml:mfrac></mml:mstyle><mml:mo>+</mml:mo><mml:mi>b</mml:mi><mml:mo>,</mml:mo></mml:mtd><mml:mtd><mml:msub><mml:mi>s</mml:mi><mml:mrow><mml:mn>0</mml:mn></mml:mrow></mml:msub><mml:mo>&#x2264;</mml:mo><mml:mi>s</mml:mi><mml:mo>&#x2264;</mml:mo><mml:msub><mml:mi>s</mml:mi><mml:mrow><mml:mn>1</mml:mn></mml:mrow></mml:msub></mml:mtd></mml:mtr><mml:mtr><mml:mtd><mml:mi>f</mml:mi><mml:mrow><mml:mo>(</mml:mo><mml:mi>s</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:mtd><mml:mtd><mml:mo>=</mml:mo><mml:mstyle displaystyle="true" scriptlevel="0"><mml:mfrac><mml:mi>k</mml:mi><mml:msup><mml:mrow><mml:msub><mml:mi>s</mml:mi><mml:mrow><mml:mn>0</mml:mn></mml:mrow></mml:msub></mml:mrow><mml:mrow><mml:mi>m</mml:mi></mml:mrow></mml:msup></mml:mfrac></mml:mstyle><mml:mo>+</mml:mo><mml:mi>b</mml:mi><mml:mo>,</mml:mo></mml:mtd><mml:mtd><mml:mi>s</mml:mi><mml:mo>&#x003C;</mml:mo><mml:msub><mml:mi>s</mml:mi><mml:mrow><mml:mn>0</mml:mn></mml:mrow></mml:msub><mml:mo>,</mml:mo></mml:mtd></mml:mtr></mml:mtable><mml:mo fence="true" stretchy="true" symmetric="true"></mml:mo></mml:mrow></mml:math></disp-formula>where <inline-formula id="ieqn-76"><mml:math id="mml-ieqn-76"><mml:mi>k</mml:mi></mml:math></inline-formula> and <inline-formula id="ieqn-77"><mml:math id="mml-ieqn-77"><mml:mi>b</mml:mi></mml:math></inline-formula> are undetermined constants; <inline-formula id="ieqn-78"><mml:math id="mml-ieqn-78"><mml:msub><mml:mi>s</mml:mi><mml:mrow><mml:mn>0</mml:mn></mml:mrow></mml:msub></mml:math></inline-formula> and <inline-formula id="ieqn-79"><mml:math id="mml-ieqn-79"><mml:msub><mml:mi>s</mml:mi><mml:mrow><mml:mn>1</mml:mn></mml:mrow></mml:msub></mml:math></inline-formula> are controllable parameters. As shown in <xref ref-type="fig" rid="fig-8">Fig. 8a</xref>, in finite element simulations, for the accuracy of numerical simulation, only the stress of grain boundary pairs can be simulated. Assuming that the positions of the grain boundary are <inline-formula id="ieqn-80"><mml:math id="mml-ieqn-80"><mml:mrow><mml:mo>(</mml:mo><mml:mo>&#x2212;</mml:mo><mml:msub><mml:mi>a</mml:mi><mml:mrow><mml:mn>1</mml:mn></mml:mrow></mml:msub><mml:mo>,</mml:mo><mml:mn>0</mml:mn><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula> and <inline-formula id="ieqn-81"><mml:math id="mml-ieqn-81"><mml:mrow><mml:mo>(</mml:mo><mml:msub><mml:mi>a</mml:mi><mml:mrow><mml:mn>1</mml:mn></mml:mrow></mml:msub><mml:mo>,</mml:mo><mml:mn>0</mml:mn><mml:mo>)</mml:mo></mml:mrow></mml:math>,</inline-formula> respectively, <inline-formula id="ieqn-82"><mml:math id="mml-ieqn-82"><mml:mi>f</mml:mi><mml:mrow><mml:mo>(</mml:mo><mml:mi>s</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula> must also be symmetric about the <inline-formula id="ieqn-83"><mml:math id="mml-ieqn-83"><mml:mi>y</mml:mi></mml:math></inline-formula>-axis. For simplicity, this study only considers the distribution of vacancies on the right half of the <inline-formula id="ieqn-84"><mml:math id="mml-ieqn-84"><mml:mi>x</mml:mi></mml:math></inline-formula>-axis. Since there is a grain boundary at <inline-formula id="ieqn-85"><mml:math id="mml-ieqn-85"><mml:mi>x</mml:mi><mml:mo>=</mml:mo><mml:msub><mml:mi>a</mml:mi><mml:mrow><mml:mn>1</mml:mn></mml:mrow></mml:msub></mml:math></inline-formula>, when <inline-formula id="ieqn-86"><mml:math id="mml-ieqn-86"><mml:mi>x</mml:mi><mml:mo>&#x003E;</mml:mo><mml:mn>0</mml:mn></mml:math></inline-formula>, <inline-formula id="ieqn-87"><mml:math id="mml-ieqn-87"><mml:mi>f</mml:mi><mml:mrow><mml:mo>(</mml:mo><mml:mi>s</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula> must also be symmetric about <inline-formula id="ieqn-88"><mml:math id="mml-ieqn-88"><mml:mi>x</mml:mi><mml:mo>=</mml:mo><mml:msub><mml:mi>a</mml:mi><mml:mrow><mml:mn>1</mml:mn></mml:mrow></mml:msub></mml:math></inline-formula>. Substituting the appropriate values, it can be observed that the probability density function of the distribution of vacancies on the left and right sides of the grain boundary at <inline-formula id="ieqn-89"><mml:math id="mml-ieqn-89"><mml:mi>x</mml:mi><mml:mo>=</mml:mo><mml:msub><mml:mi>a</mml:mi><mml:mrow><mml:mn>1</mml:mn></mml:mrow></mml:msub></mml:math></inline-formula> is (assuming <inline-formula id="ieqn-90"><mml:math id="mml-ieqn-90"><mml:msub><mml:mi>s</mml:mi><mml:mrow><mml:mn>0</mml:mn></mml:mrow></mml:msub><mml:mo>=</mml:mo><mml:msub><mml:mi>a</mml:mi><mml:mrow><mml:mn>3</mml:mn></mml:mrow></mml:msub></mml:math></inline-formula> and <inline-formula id="ieqn-91"><mml:math id="mml-ieqn-91"><mml:msub><mml:mi>s</mml:mi><mml:mrow><mml:mn>1</mml:mn></mml:mrow></mml:msub><mml:mo>=</mml:mo><mml:msub><mml:mi>a</mml:mi><mml:mrow><mml:mn>2</mml:mn></mml:mrow></mml:msub><mml:mo>&#x2212;</mml:mo><mml:msub><mml:mi>a</mml:mi><mml:mrow><mml:mn>1</mml:mn></mml:mrow></mml:msub></mml:math></inline-formula>).</p>
<fig id="fig-8">
<label>Figure 8</label>
<caption>
<title>(a) Schematic diagram of the elastic interaction between simulated vacancies and grain boundaries; (b) Probability density functions of vacancy distributions</title>
</caption>
<graphic mimetype="image" mime-subtype="tif" xlink:href="CMES_48334-fig-8.tif"/>
</fig>
<p><disp-formula id="eqn-16"><label>(16)</label><mml:math id="mml-eqn-16" display="block"><mml:mrow><mml:mo>{</mml:mo><mml:mtable columnalign="left left" rowspacing="4pt" columnspacing="1em"><mml:mtr><mml:mtd><mml:msub><mml:mi>f</mml:mi><mml:mrow><mml:mn>1</mml:mn></mml:mrow></mml:msub><mml:mrow><mml:mo>(</mml:mo><mml:mi>x</mml:mi><mml:mo>)</mml:mo></mml:mrow><mml:mo>=</mml:mo><mml:mstyle displaystyle="true" scriptlevel="0"><mml:mfrac><mml:mi>k</mml:mi><mml:msup><mml:mrow><mml:mo>(</mml:mo><mml:msub><mml:mi>a</mml:mi><mml:mrow><mml:mn>1</mml:mn></mml:mrow></mml:msub><mml:mo>&#x2212;</mml:mo><mml:mi>x</mml:mi><mml:mo>)</mml:mo></mml:mrow><mml:mrow><mml:mi>m</mml:mi></mml:mrow></mml:msup></mml:mfrac></mml:mstyle><mml:mo>+</mml:mo><mml:mi>b</mml:mi><mml:mo>,</mml:mo></mml:mtd><mml:mtd><mml:mn>0</mml:mn><mml:mo>&#x003C;</mml:mo><mml:mi>x</mml:mi><mml:mo>&#x2264;</mml:mo><mml:msub><mml:mi>a</mml:mi><mml:mrow><mml:mn>1</mml:mn></mml:mrow></mml:msub><mml:mo>&#x2212;</mml:mo><mml:msub><mml:mi>a</mml:mi><mml:mrow><mml:mn>3</mml:mn></mml:mrow></mml:msub></mml:mtd></mml:mtr><mml:mtr><mml:mtd><mml:msub><mml:mi>f</mml:mi><mml:mrow><mml:mn>1</mml:mn></mml:mrow></mml:msub><mml:mrow><mml:mo>(</mml:mo><mml:mi>x</mml:mi><mml:mo>)</mml:mo></mml:mrow><mml:mo>=</mml:mo><mml:msub><mml:mi>f</mml:mi><mml:mrow><mml:mn>2</mml:mn></mml:mrow></mml:msub><mml:mrow><mml:mo>(</mml:mo><mml:mi>x</mml:mi><mml:mo>)</mml:mo></mml:mrow><mml:mo>=</mml:mo><mml:mstyle displaystyle="true" scriptlevel="0"><mml:mfrac><mml:mi>k</mml:mi><mml:msup><mml:mrow><mml:msub><mml:mi>a</mml:mi><mml:mrow><mml:mn>3</mml:mn></mml:mrow></mml:msub></mml:mrow><mml:mrow><mml:mi>m</mml:mi></mml:mrow></mml:msup></mml:mfrac></mml:mstyle><mml:mo>+</mml:mo><mml:mi>b</mml:mi><mml:mo>,</mml:mo></mml:mtd><mml:mtd><mml:msub><mml:mi>a</mml:mi><mml:mrow><mml:mn>1</mml:mn></mml:mrow></mml:msub><mml:mo>&#x2212;</mml:mo><mml:msub><mml:mi>a</mml:mi><mml:mrow><mml:mn>3</mml:mn></mml:mrow></mml:msub><mml:mo>&#x003C;</mml:mo><mml:mi>x</mml:mi><mml:mo>&#x2264;</mml:mo><mml:msub><mml:mi>a</mml:mi><mml:mrow><mml:mn>1</mml:mn></mml:mrow></mml:msub><mml:mo>+</mml:mo><mml:msub><mml:mi>a</mml:mi><mml:mrow><mml:mn>3</mml:mn></mml:mrow></mml:msub></mml:mtd></mml:mtr><mml:mtr><mml:mtd><mml:msub><mml:mi>f</mml:mi><mml:mrow><mml:mn>2</mml:mn></mml:mrow></mml:msub><mml:mrow><mml:mo>(</mml:mo><mml:mi>x</mml:mi><mml:mo>)</mml:mo></mml:mrow><mml:mo>=</mml:mo><mml:mstyle displaystyle="true" scriptlevel="0"><mml:mfrac><mml:mi>k</mml:mi><mml:msup><mml:mrow><mml:mo>(</mml:mo><mml:mi>x</mml:mi><mml:mo>&#x2212;</mml:mo><mml:msub><mml:mi>a</mml:mi><mml:mrow><mml:mn>1</mml:mn></mml:mrow></mml:msub><mml:mo>)</mml:mo></mml:mrow><mml:mrow><mml:mi>m</mml:mi></mml:mrow></mml:msup></mml:mfrac></mml:mstyle><mml:mo>+</mml:mo><mml:mi>b</mml:mi><mml:mo>,</mml:mo></mml:mtd><mml:mtd><mml:msub><mml:mi>a</mml:mi><mml:mrow><mml:mn>1</mml:mn></mml:mrow></mml:msub><mml:mo>+</mml:mo><mml:msub><mml:mi>a</mml:mi><mml:mrow><mml:mn>3</mml:mn></mml:mrow></mml:msub><mml:mo>&#x003C;</mml:mo><mml:mi>x</mml:mi><mml:mo>&#x2264;</mml:mo><mml:msub><mml:mi>a</mml:mi><mml:mrow><mml:mn>2</mml:mn></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></p>
<p>Further assuming that <inline-formula id="ieqn-92"><mml:math id="mml-ieqn-92"><mml:msub><mml:mi>f</mml:mi><mml:mrow><mml:mn>2</mml:mn></mml:mrow></mml:msub><mml:mo stretchy="false">(</mml:mo><mml:mi>x</mml:mi><mml:mo stretchy="false">)</mml:mo></mml:math></inline-formula> passes through a point <inline-formula id="ieqn-93"><mml:math id="mml-ieqn-93"><mml:mrow><mml:mo>(</mml:mo><mml:msub><mml:mi>a</mml:mi><mml:mrow><mml:mn>2</mml:mn></mml:mrow></mml:msub><mml:mo>,</mml:mo><mml:msub><mml:mi>p</mml:mi><mml:mrow><mml:mn>2</mml:mn></mml:mrow></mml:msub><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula>, which, after the substitution into <xref ref-type="disp-formula" rid="eqn-16">Eq. (16)</xref>, yields
<disp-formula id="eqn-17"><label>(17)</label><mml:math id="mml-eqn-17" display="block"><mml:mtable rowspacing="4pt" columnspacing="1em"><mml:mtr><mml:mtd><mml:mi>b</mml:mi><mml:mo>=</mml:mo><mml:msub><mml:mi>p</mml:mi><mml:mrow><mml:mn>2</mml:mn></mml:mrow></mml:msub><mml:mo>&#x2212;</mml:mo><mml:mstyle displaystyle="true" scriptlevel="0"><mml:mfrac><mml:mi>k</mml:mi><mml:msup><mml:mrow><mml:mo>(</mml:mo><mml:mrow><mml:msub><mml:mi>a</mml:mi><mml:mrow><mml:mn>2</mml:mn></mml:mrow></mml:msub></mml:mrow><mml:mo>&#x2212;</mml:mo><mml:msub><mml:mi>a</mml:mi><mml:mrow><mml:mn>1</mml:mn></mml:mrow></mml:msub><mml:mo>)</mml:mo></mml:mrow><mml:mrow><mml:mi>m</mml:mi></mml:mrow></mml:msup></mml:mfrac></mml:mstyle></mml:mtd></mml:mtr></mml:mtable></mml:math></disp-formula></p>
<p>The probability density function must satisfy the following relation within its domain of definition:
<disp-formula id="eqn-18"><label>(18)</label><mml:math id="mml-eqn-18" display="block"><mml:mtable rowspacing="4pt" columnspacing="1em"><mml:mtr><mml:mtd><mml:msubsup><mml:mo>&#x222B;</mml:mo><mml:mrow><mml:mn>0</mml:mn></mml:mrow><mml:mrow><mml:msub><mml:mi>a</mml:mi><mml:mrow><mml:mn>1</mml:mn></mml:mrow></mml:msub><mml:mo>&#x2212;</mml:mo><mml:msub><mml:mi>a</mml:mi><mml:mrow><mml:mn>3</mml:mn></mml:mrow></mml:msub></mml:mrow></mml:msubsup><mml:msub><mml:mi>f</mml:mi><mml:mrow><mml:mn>1</mml:mn></mml:mrow></mml:msub><mml:mrow><mml:mo>(</mml:mo><mml:mi>x</mml:mi><mml:mo>)</mml:mo></mml:mrow><mml:mi>d</mml:mi><mml:mi>x</mml:mi><mml:mo>+</mml:mo><mml:msubsup><mml:mo>&#x222B;</mml:mo><mml:mrow><mml:msub><mml:mi>a</mml:mi><mml:mrow><mml:mn>1</mml:mn></mml:mrow></mml:msub><mml:mo>+</mml:mo><mml:msub><mml:mi>a</mml:mi><mml:mrow><mml:mn>3</mml:mn></mml:mrow></mml:msub></mml:mrow><mml:mrow><mml:msub><mml:mi>a</mml:mi><mml:mrow><mml:mn>2</mml:mn></mml:mrow></mml:msub></mml:mrow></mml:msubsup><mml:msub><mml:mi>f</mml:mi><mml:mrow><mml:mn>2</mml:mn></mml:mrow></mml:msub><mml:mrow><mml:mo>(</mml:mo><mml:mi>x</mml:mi><mml:mo>)</mml:mo></mml:mrow><mml:mi>d</mml:mi><mml:mi>x</mml:mi><mml:mo>+</mml:mo><mml:msubsup><mml:mo>&#x222B;</mml:mo><mml:mrow><mml:msub><mml:mi>a</mml:mi><mml:mrow><mml:mn>1</mml:mn></mml:mrow></mml:msub><mml:mo>&#x2212;</mml:mo><mml:msub><mml:mi>a</mml:mi><mml:mrow><mml:mn>3</mml:mn></mml:mrow></mml:msub></mml:mrow><mml:mrow><mml:msub><mml:mi>a</mml:mi><mml:mrow><mml:mn>1</mml:mn></mml:mrow></mml:msub><mml:mo>+</mml:mo><mml:msub><mml:mi>a</mml:mi><mml:mrow><mml:mn>3</mml:mn></mml:mrow></mml:msub></mml:mrow></mml:msubsup><mml:msub><mml:mi>f</mml:mi><mml:mrow><mml:mn>2</mml:mn></mml:mrow></mml:msub><mml:mrow><mml:mo>(</mml:mo><mml:mi>x</mml:mi><mml:mo>)</mml:mo></mml:mrow><mml:mi>d</mml:mi><mml:mi>x</mml:mi><mml:mo>=</mml:mo><mml:mn>1</mml:mn></mml:mtd></mml:mtr></mml:mtable></mml:math></disp-formula></p>
<p>It can be deduced by simultaneous equations and simplification that as long as <inline-formula id="ieqn-94"><mml:math id="mml-ieqn-94"><mml:msub><mml:mi>p</mml:mi><mml:mrow><mml:mn>2</mml:mn></mml:mrow></mml:msub><mml:mo>&#x003E;</mml:mo><mml:mn>0</mml:mn></mml:math></inline-formula> and <inline-formula id="ieqn-95"><mml:math id="mml-ieqn-95"><mml:msub><mml:mi>p</mml:mi><mml:mrow><mml:mn>2</mml:mn></mml:mrow></mml:msub><mml:mo>&#x2264;</mml:mo><mml:mstyle displaystyle="true" scriptlevel="0"><mml:mfrac><mml:mn>1</mml:mn><mml:msub><mml:mi>a</mml:mi><mml:mrow><mml:mn>2</mml:mn></mml:mrow></mml:msub></mml:mfrac></mml:mstyle></mml:math></inline-formula>, this condition can be met by controlling the parameter <inline-formula id="ieqn-96"><mml:math id="mml-ieqn-96"><mml:mi>k</mml:mi></mml:math></inline-formula>. Therefore, it is now only necessary to adjust the values of <inline-formula id="ieqn-97"><mml:math id="mml-ieqn-97"><mml:msub><mml:mi>p</mml:mi><mml:mrow><mml:mn>2</mml:mn></mml:mrow></mml:msub></mml:math></inline-formula> and <inline-formula id="ieqn-98"><mml:math id="mml-ieqn-98"><mml:mi>m</mml:mi></mml:math></inline-formula> to control the density of vacancy distribution at the grain boundaries. For a certain <inline-formula id="ieqn-99"><mml:math id="mml-ieqn-99"><mml:mi>m</mml:mi></mml:math></inline-formula> value, when <inline-formula id="ieqn-100"><mml:math id="mml-ieqn-100"><mml:msub><mml:mi>p</mml:mi><mml:mrow><mml:mn>2</mml:mn></mml:mrow></mml:msub><mml:mo>=</mml:mo><mml:mn>0</mml:mn></mml:math></inline-formula>, the distribution of vacancies at the grain boundaries is the densest, and when <inline-formula id="ieqn-101"><mml:math id="mml-ieqn-101"><mml:msub><mml:mi>p</mml:mi><mml:mrow><mml:mn>2</mml:mn></mml:mrow></mml:msub><mml:mo>=</mml:mo><mml:mstyle displaystyle="true" scriptlevel="0"><mml:mfrac><mml:mn>1</mml:mn><mml:msub><mml:mi>a</mml:mi><mml:mrow><mml:mn>2</mml:mn></mml:mrow></mml:msub></mml:mfrac></mml:mstyle></mml:math></inline-formula>, the vacancies are uniformly distributed. Once <inline-formula id="ieqn-102"><mml:math id="mml-ieqn-102"><mml:msub><mml:mi>p</mml:mi><mml:mrow><mml:mn>2</mml:mn></mml:mrow></mml:msub></mml:math></inline-formula> is given, the larger the <inline-formula id="ieqn-103"><mml:math id="mml-ieqn-103"><mml:mi>m</mml:mi></mml:math></inline-formula>, the denser the distribution of vacancies at the grain boundaries.</p>
<p>In the finite element simulations, a cubic region with a 100 nm side length is defined. Considering that the stress field generated by vacancies is approximately null outside a region more than five times the inclusion radius (refer to <xref ref-type="sec" rid="s3_1">Section 3.1</xref>), and the vacancy count decreases with increasing distance from the grain boundary, setting <inline-formula id="ieqn-104"><mml:math id="mml-ieqn-104"><mml:msub><mml:mi>a</mml:mi><mml:mrow><mml:mn>2</mml:mn></mml:mrow></mml:msub><mml:mo>=</mml:mo><mml:mn>40</mml:mn><mml:mrow><mml:mtext>&#xA0;nm</mml:mtext></mml:mrow></mml:math></inline-formula> is appropriate. The other parameters are set as <inline-formula id="ieqn-105"><mml:math id="mml-ieqn-105"><mml:msub><mml:mi>a</mml:mi><mml:mrow><mml:mn>1</mml:mn></mml:mrow></mml:msub><mml:mo>=</mml:mo><mml:mn>10</mml:mn><mml:mrow><mml:mtext>&#xA0;nm</mml:mtext></mml:mrow></mml:math></inline-formula>, <inline-formula id="ieqn-106"><mml:math id="mml-ieqn-106"><mml:msub><mml:mi>a</mml:mi><mml:mrow><mml:mn>3</mml:mn></mml:mrow></mml:msub><mml:mo>=</mml:mo><mml:mn>1</mml:mn><mml:mrow><mml:mtext>&#xA0;nm</mml:mtext></mml:mrow></mml:math></inline-formula>, and <inline-formula id="ieqn-107"><mml:math id="mml-ieqn-107"><mml:mi>m</mml:mi><mml:mo>=</mml:mo><mml:mn>1</mml:mn></mml:math></inline-formula>. Substituting these values into the equation yields the probability density function for the vacancy distribution, as depicted in <xref ref-type="fig" rid="fig-8">Fig. 8b</xref>.</p>
<p>Based on these vacancy distribution functions, 4,000 vacancies are positioned within the finite element simulation area, with 2,000 vacancies on each side of the y-axis. These vacancies are distributed according to a selected probability density function in the direction perpendicular to the grain boundary and uniformly along the direction parallel to it. <xref ref-type="fig" rid="fig-9">Fig. 9a</xref> illustrates the planar schematic of the vacancy distribution around the grain boundaries for <inline-formula id="ieqn-108"><mml:math id="mml-ieqn-108"><mml:msub><mml:mi>p</mml:mi><mml:mrow><mml:mn>2</mml:mn></mml:mrow></mml:msub><mml:mo>=</mml:mo><mml:mn>7.5</mml:mn><mml:mo>&#x00D7;</mml:mo><mml:msup><mml:mn>10</mml:mn><mml:mrow><mml:mn>6</mml:mn></mml:mrow></mml:msup><mml:mo>,</mml:mo><mml:mn>2.5</mml:mn><mml:mo>&#x00D7;</mml:mo><mml:msup><mml:mn>10</mml:mn><mml:mrow><mml:mn>7</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>. <xref ref-type="disp-formula" rid="eqn-8">Eq. (8)</xref> describes the vacancies&#x2019; equilibrium distribution, yet the model, constructed at the continuum scale, overlooks the impossibility of coinciding vacancies. Consequently, applying <xref ref-type="disp-formula" rid="eqn-8">Eq. (8)</xref> directly for generating vacancy distributions leads to excessively high vacancy concentrations in very small regions, surpassing the number of lattice points. <xref ref-type="disp-formula" rid="eqn-8">Eq. (8)</xref> indicates that in areas where hydrostatic stress is negative, local vacancy concentration exceeds the average. In order to avoid this problem, this study calculates the stress field near the grain boundary through the analytical solution and then directly places the vacancy in the region where the hydrostatic stress is less than zero. In contrast, the vacancy along the <inline-formula id="ieqn-109"><mml:math id="mml-ieqn-109"><mml:mi>z</mml:mi></mml:math></inline-formula> direction satisfies random distribution. This form of distribution is denoted as <inline-formula id="ieqn-110"><mml:math id="mml-ieqn-110"><mml:mrow><mml:mi mathvariant="normal">&#x03C8;</mml:mi></mml:mrow></mml:math></inline-formula>, which approximately satisfies the vacancy distribution given by <xref ref-type="disp-formula" rid="eqn-8">Eq. (8)</xref>. The vacancy distribution generated by this method is shown in <xref ref-type="fig" rid="fig-9">Fig. 9b</xref>. Since the energy of vacancies is much smaller than that of the grain boundaries, in order to more clearly demonstrate the interaction between vacancies and grain boundaries, the radius of the vacancy is assumed to be <inline-formula id="ieqn-111"><mml:math id="mml-ieqn-111"><mml:mn>1</mml:mn><mml:mspace width="thinmathspace" /><mml:mrow><mml:mtext>nm</mml:mtext></mml:mrow></mml:math></inline-formula>, although the parameter is larger than the actual atomic radius, it does not affect the analysis herein. The remaining simulation parameters follow those in <xref ref-type="table" rid="table-1">Table 1</xref> and <xref ref-type="sec" rid="s3_2">Section 3.2</xref>, with displacement boundary conditions applied in the finite element simulation.</p>
<fig id="fig-9">
<label>Figure 9</label>
<caption>
<title>(a) Schematic diagram of the vacancies distribution generated by <inline-formula id="ieqn-112"><mml:math id="mml-ieqn-112"><mml:mi>f</mml:mi><mml:mrow><mml:mo>(</mml:mo><mml:mi>s</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula>; (b) Schematic diagram of the vacancies distribution satisfied <inline-formula id="ieqn-113"><mml:math id="mml-ieqn-113"><mml:mrow><mml:mi mathvariant="normal">&#x03C8;</mml:mi></mml:mrow></mml:math></inline-formula></title>
</caption>
<graphic mimetype="image" mime-subtype="tif" xlink:href="CMES_48334-fig-9.tif"/>
</fig>
<p>Finite element simulation results show that when the vacancy distribution at grain boundaries closely aligns with the equilibrium distribution (<inline-formula id="ieqn-114"><mml:math id="mml-ieqn-114"><mml:mrow><mml:mi mathvariant="normal">&#x03C8;</mml:mi></mml:mrow><mml:mo>&#x2248;</mml:mo><mml:mi>&#x03C7;</mml:mi></mml:math></inline-formula>), the system&#x2019;s total elastic strain energy is <inline-formula id="ieqn-115"><mml:math id="mml-ieqn-115"><mml:msub><mml:mi>E</mml:mi><mml:mrow><mml:mn>1</mml:mn></mml:mrow></mml:msub><mml:mo>=</mml:mo><mml:mn>8.24</mml:mn><mml:mo>&#x00D7;</mml:mo><mml:msup><mml:mn>10</mml:mn><mml:mrow><mml:mo>&#x2212;</mml:mo><mml:mn>16</mml:mn></mml:mrow></mml:msup><mml:mtext>&#x00A0;</mml:mtext><mml:mrow><mml:mtext>J</mml:mtext></mml:mrow></mml:math></inline-formula>. <xref ref-type="table" rid="table-2">Table 2</xref> lists the system&#x2019;s elastic strain energy for various <inline-formula id="ieqn-116"><mml:math id="mml-ieqn-116"><mml:msub><mml:mi>p</mml:mi><mml:mrow><mml:mn>2</mml:mn></mml:mrow></mml:msub></mml:math></inline-formula> values. This shows that the system has a lower elastic strain energy when the vacancies are distributed in the region of hydrostatic stress less than 0, thus proving the correctness of <xref ref-type="disp-formula" rid="eqn-8">Eq. (8)</xref>. It is noted that the finite element simulation results exhibit numerical errors at the stress boundaries of vacancies, particularly in <xref ref-type="sec" rid="s3_1">Section 3.1</xref>. The errors are notably large for shear stress components. As there is no elastic interaction among vacancies, their calculated elastic energy remains constant across different distributions using the same numerical model. Likewise, the grain boundaries&#x2019; elastic energy stays constant as their locations are fixed. Various vacancy distributions only affect the interaction energies <inline-formula id="ieqn-117"><mml:math id="mml-ieqn-117"><mml:msubsup><mml:mi>E</mml:mi><mml:mrow><mml:mrow><mml:mtext>int</mml:mtext></mml:mrow></mml:mrow><mml:mrow><mml:mrow><mml:mtext>v</mml:mtext></mml:mrow></mml:mrow></mml:msubsup></mml:math></inline-formula> between vacancies and grain boundaries. According to <xref ref-type="disp-formula" rid="eqn-3">Eq. (3)</xref>, <inline-formula id="ieqn-118"><mml:math id="mml-ieqn-118"><mml:msubsup><mml:mi>E</mml:mi><mml:mrow><mml:mrow><mml:mtext>int</mml:mtext></mml:mrow></mml:mrow><mml:mrow><mml:mrow><mml:mtext>v</mml:mtext></mml:mrow></mml:mrow></mml:msubsup></mml:math></inline-formula> depends solely on the vacancies&#x2019; eigen-strain <inline-formula id="ieqn-119"><mml:math id="mml-ieqn-119"><mml:msup><mml:mover><mml:mi>e</mml:mi><mml:mo accent="false">&#x00AF;</mml:mo></mml:mover><mml:mrow><mml:mrow><mml:mtext>v</mml:mtext></mml:mrow></mml:mrow></mml:msup></mml:math></inline-formula> and the hydrostatic stress <inline-formula id="ieqn-120"><mml:math id="mml-ieqn-120"><mml:msubsup><mml:mi>&#x03C3;</mml:mi><mml:mrow><mml:mrow><mml:mtext>H</mml:mtext></mml:mrow></mml:mrow><mml:mrow><mml:mrow><mml:mtext>R</mml:mtext></mml:mrow></mml:mrow></mml:msubsup></mml:math></inline-formula> of the grain boundaries. Although the stress field of the vacancies has numerical inaccuracies in the simulation results, it does not influence the interaction energy <inline-formula id="ieqn-121"><mml:math id="mml-ieqn-121"><mml:msubsup><mml:mi>E</mml:mi><mml:mrow><mml:mrow><mml:mtext>int</mml:mtext></mml:mrow></mml:mrow><mml:mrow><mml:mrow><mml:mtext>v</mml:mtext></mml:mrow></mml:mrow></mml:msubsup></mml:math></inline-formula>. Consequently, these numerical errors do not impact the study&#x2019;s conclusion.</p>
<table-wrap id="table-2">
<label>Table 2</label>
<caption>
<title>Elastic strain energy of the system for different <inline-formula id="ieqn-122"><mml:math id="mml-ieqn-122"><mml:msub><mml:mi>p</mml:mi><mml:mrow><mml:mn>2</mml:mn></mml:mrow></mml:msub></mml:math></inline-formula><break/></title>
</caption>
<table frame="hsides">
<colgroup>
<col align="left"/>
<col align="left"/>
<col align="left"/>
<col align="left"/>
<col align="left"/>
<col align="left"/>
</colgroup>
<thead>
<tr>
<th><inline-formula id="ieqn-123"><mml:math id="mml-ieqn-123"><mml:msub><mml:mi>p</mml:mi><mml:mrow><mml:mn>2</mml:mn></mml:mrow></mml:msub></mml:math></inline-formula></th>
<th><inline-formula id="ieqn-124"><mml:math id="mml-ieqn-124"><mml:mn>5</mml:mn><mml:mo>&#x00D7;</mml:mo><mml:msup><mml:mn>10</mml:mn><mml:mrow><mml:mn>6</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula></th>
<th><inline-formula id="ieqn-125"><mml:math id="mml-ieqn-125"><mml:mn>1</mml:mn><mml:mo>&#x00D7;</mml:mo><mml:msup><mml:mn>10</mml:mn><mml:mrow><mml:mn>7</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula></th>
<th><inline-formula id="ieqn-126"><mml:math id="mml-ieqn-126"><mml:mn>1.5</mml:mn><mml:mo>&#x00D7;</mml:mo><mml:msup><mml:mn>10</mml:mn><mml:mrow><mml:mn>7</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula></th>
<th><inline-formula id="ieqn-127"><mml:math id="mml-ieqn-127"><mml:mn>2</mml:mn><mml:mo>&#x00D7;</mml:mo><mml:msup><mml:mn>10</mml:mn><mml:mrow><mml:mn>7</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula></th>
<th><inline-formula id="ieqn-128"><mml:math id="mml-ieqn-128"><mml:mn>2.5</mml:mn><mml:mo>&#x00D7;</mml:mo><mml:msup><mml:mn>10</mml:mn><mml:mrow><mml:mn>7</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula></th>
</tr>
</thead>
<tbody>
<tr>
<td><inline-formula id="ieqn-129"><mml:math id="mml-ieqn-129"><mml:msub><mml:mi>E</mml:mi><mml:mrow><mml:mn>2</mml:mn></mml:mrow></mml:msub><mml:mrow><mml:mo>(</mml:mo><mml:msup><mml:mn>10</mml:mn><mml:mrow><mml:mo>&#x2212;</mml:mo><mml:mn>16</mml:mn></mml:mrow></mml:msup><mml:mspace width="thinmathspace" /><mml:mrow><mml:mtext>J</mml:mtext></mml:mrow><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula></td>
<td><inline-formula id="ieqn-130"><mml:math id="mml-ieqn-130"><mml:mn>8.70</mml:mn></mml:math></inline-formula></td>
<td><inline-formula id="ieqn-131"><mml:math id="mml-ieqn-131"><mml:mn>8.58</mml:mn></mml:math></inline-formula></td>
<td>9.85</td>
<td>9.72</td>
<td><inline-formula id="ieqn-132"><mml:math id="mml-ieqn-132"><mml:mn>10.9</mml:mn></mml:math></inline-formula></td>
</tr>
</tbody>
</table>
</table-wrap>
<p>During the void nucleation process, vacancies condense to form three-dimensional voids, which in turn generate new voids, indicating that the elastic energy of the vacancies is released. The system increases the surface energy of the voids while the voids generate elastic interactions with external loads and grain boundaries, further reducing the system&#x2019;s free energy. These factors influence the thermodynamics and kinetics of void nucleation. Yang et al. [<xref ref-type="bibr" rid="ref-20">20</xref>] conducted research on void nucleation by vacancy condensation and established a theoretical model that systematically considers the changes in the system&#x2019;s free energy before and after void nucleation. The results indicate that both the activation-free energy barrier and the nucleation time required for void nucleation are closely related to the local vacancy concentration. The higher the local vacancy concentration, the smaller the activation-free energy barrier and the shorter the nucleation time required for void nucleation. In this study, it is demonstrated that there is a higher local vacancy concentration at grain boundaries in an equilibrium state. Combined with the work of Yang et al. [<xref ref-type="bibr" rid="ref-20">20</xref>], it is highly plausible for voids to nucleate at grain boundaries, consistent with experimental observations [<xref ref-type="bibr" rid="ref-17">17</xref>,<xref ref-type="bibr" rid="ref-18">18</xref>].</p>
</sec>
<sec id="s5">
<label>5</label>
<title>Limitation</title>
<p>Several limitations associated with the current model warrant discussion and need to be addressed in future works. Firstly, the simulation of vacancy and grain boundary elastic interactions is based on the discrete dislocation model of the grain boundary in the current model. The stress field of the grain boundary requires the superposition of the stress field from an infinite number of edge dislocations before convergence is achieved. However, due to computational efficiency limitations, only a limited number of dislocations can be placed in the finite element simulation to mimic the elastic field of the grain boundary. Furthermore, it is assumed that the distribution configuration of vacancies at grain boundaries satisfies the pre-assumed distribution. Nonetheless, the distribution of vacancies at a certain point during ductile fracture may deviate from this pre-assumed distribution. To study the interaction of vacancies and grain boundaries more accurately, incorporating microscopic/atomic modeling is essential.</p>
</sec>
<sec id="s6">
<label>6</label>
<title>Conclusion</title>
<p>In this study, an analytical model for the distribution of vacancies in thermodynamic equilibrium is derived based on micromechanics theory. Subsequently, a finite element model for vacancies and grain boundaries is established, and its correctness is verified by comparison with the analytical solutions. Finally, based on this finite element model, the elastic interaction between vacancies and grain boundaries is studied, and the correctness of the analytical model is validated. Particularly, it is shown that in regions where the hydrostatic stress is less than zero, a higher concentration of local vacancies is observed, and the lower the hydrostatic stress, the greater the tendency to promote a higher local vacancy concentration, thereby helping to lower the system&#x2019;s elastic strain energy. The current findings may provide a micromechanical explanation for the experimentally observed void nucleation at grain boundaries and may thus be further utilized in full-field simulations of void nucleation and ductile fracture in metals.</p>
</sec>
</body>
<back>
<ack>
<p>The authors would like to thank the editor and anonymous reviewers for their valuable comments.</p>
</ack>
<sec><title>Funding Statement</title>
<p>This work is supported by the National Key Research and Development Program of China under Grant No. 2023YFB3712401 and the National Natural Science Foundation of China under Grant Nos. 12102254 and 12327802.</p>
</sec>
<sec><title>Author Contributions</title>
<p>The authors confirm their contribution to the paper as follows: study conception and design: Mingjian Li, Ping Yang, Pengyang Zhao; data collection: Mingjian Li, Ping Yang; analysis and interpretation of results: Mingjian Li, Ping Yang, Pengyang Zhao; draft manuscript preparation: Mingjian Li, Ping Yang, Pengyang Zhao. 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>The data that support the findings of this study are available from the corresponding author upon reasonable request.</p>
</sec>
<sec sec-type="COI-statement"><title>Conflicts of Interest</title>
<p>The authors declare that they have no conflicts of interest to report regarding the present study.</p>
</sec>
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