Abstract
We propose a new procedure for the solution of mixed three-dimensional skew-symmetric problems of the theory of elasticity for a layer weakened by through tunnel cracks. The boundary-value problem is reduced to a system of 3k (k = 1, 2, ...) one-dimensional singular integral equations. We present some results of numerical calculations of the stress intensity factors.
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Fil'shtinskii, L.A., Kovalev, Y.D. Bending of a Layer with Through Tunnel Cuts and Free-Sliding End Faces. Materials Science 36, 570–574 (2000). https://doi.org/10.1023/A:1011322423868
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DOI: https://doi.org/10.1023/A:1011322423868