Two-Dimensional Fracture Mechanics Analysis Using a Single-Domain Boundary Element Method

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</svg></span></td><td align="center" colspan="2">Tada et al. (1985) [<a href="/journals/mpe/2012/581493/#B46">43</a>]</td><td align="center" colspan="2">This study</td></tr><tr><td align="center"><span style="width: 66.237503px;"><svg height="18.25" id="M144" style="vertical-align:-3.276pt" version="1.1" viewbox="0 0 66.237503 18.25" width="66.237503" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink">
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</svg></span></td></tr><tr><td align="left" colspan="5"><hr/></td></tr><tr><td align="left">30°</td><td align="center">0.5501</td><td align="center">0.3304</td><td align="center">0.5528</td><td align="center">0.3288</td></tr><tr><td align="left">45°</td><td align="center">0.4574</td><td align="center">0.5112</td><td align="center">0.4643</td><td align="center">0.5126</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Normalized SIFs for a circular arc crack in an infinite domain.

Mathematical Problems in Engineering

tab3

Table 3

Table 3: Two-Dimensional Fracture Mechanics Analysis Using a Single-Domain Boundary Element Method 