Abstract
This chapter shows how the boundary integral equations in linear elasticity may be employed to obtain hypersingular boundary integral equations for the numerical solution of a plane elastostatic problem involving arbitrarily located planar cracks in a two-dimensional body of finite extent. The boundary integral equations are also used together with special Green’s functions to derive hypersingular integral equations for arbitrarily located planar cracks in an elastic full space, an elastic half space and an infinitely long elastic slab.
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