Research Article

Dual Boundary Element Method Applied to Antiplane Crack Problems

Figure 2

The rectangular plate with a central slant crack at (a) 𝜃 = 3 0 ∘ , (b) 𝜃 = 4 5 ∘ , and (c) 𝜃 = 6 0 ∘ .
132980.fig.002