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

<table>An anisotropic rectangular plate with a central crack inclined 45° under uniform tensile stress <svg height="8.3000002" id="M172" style="vertical-align:-0.1638pt" version="1.1" viewbox="0 0 9.7250004 8.3000002" width="9.7250004" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink">
<g transform="matrix(.017,-0,0,-.017,.062,8.038)"><use xlink:href="#x1D70E"></use></g>
</svg>.</table>

Mathematical Problems in Engineering

fig7

Figure 7

Figure 7: Two-Dimensional Fracture Mechanics Analysis Using a Single-Domain Boundary Element Method 