Abstract
AbstractThe present work is devoted to the solution of the three‐dimensional fracture mechanics problem for a linear elastic, homogeneous and isotropic solid with a stationary plane crack under normal time‐harmonic loading. The problem has been solved by the method of boundary integral equations with the allowance for the contact interaction of the opposite faces of the crack. (© 2005 WILEY‐VCH Verlag GmbH & Co. KGaA, Weinheim)
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