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This work focuses on the use of the hypersingular boundary integral equation to evaluate the linear elastic stress tensor on the boundary. A companion paper [1] has been devoted to smooth boundaries: in the present work, the traction equation is analyzed at a corner, in the presence of a Lipschitz boundary. Properties of the hypersingular and of the strongly singular operator are discussed together with properties of the whole linear elastic integral operator.

Hypersingular formulation for boundary stress evaluation revisited. Part 2: Corners.