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Three-dimensional asymptotic stress field in the vicinity of the circumference of a penny shaped discontinuity
Institution:1. Department of Civil Engineering, The University of Tokyo, Tokyo, 113–8654, Japan;2. Earthquake Research Institute, The University of Tokyo, Tokyo, 113-0032, Japan;3. Japan Agency for Marine Earth Science and Technology, Yokohama, 236-0001, Japan
Abstract:An eigenfunction expansion method is presented to obtain three-dimensional asymptotic stress fields in the vicinity of the front of a penny shaped discontinuity, e.g., crack, anticrack (infinitely rigid lamella), etc., subjected to the far-field torsion (mode III), extension/bending (mode I) and sliding shear/twisting (mode II) loadings. Five different discontinuity-surface boundary conditions are considered: (i) penny shaped crack, (ii) penny shaped anticrack or perfectly bonded thin rigid inclusion, (iii) penny shaped thin transversely rigid inclusion (frictionless planar slip permitted), (iv) penny shaped thin rigid inclusion in part perfectly bonded, the remainder with frictionless slip, and (v) penny shaped thin rigid inclusion alongside penny shaped crack. The computed stress singularity for a penny shaped anticrack is the same as that of the corresponding crack. The main difference is, however, that all the stress components at the circular tip of an anticrack depend on Poisson’s ratio under modes I and II.
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