Eigenstrain Boundary Integral Equations with Local Eshelby Matrix for Stress Analysis of Ellipsoidal Particles

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</svg></span></td><td align="center">2</td><td align="center">3</td><td align="center">5</td></tr><tr><td align="left">BEM</td><td align="center">190</td><td align="center">422</td><td align="center">1265</td></tr><tr><td align="left">Eigen</td><td align="center">1.69</td><td align="center">2.38</td><td align="center">6.27</td></tr><tr><td align="left">CPU ratio</td><td align="center">112</td><td align="center">177</td><td align="center">202</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Mathematical Problems in Engineering

tab1

Table 1

Table 1: Eigenstrain Boundary Integral Equations with Local Eshelby Matrix for Stress Analysis of Ellipsoidal Particles 