External Circular Crack Under Normal Load: A Complete Solution
Keyword(s):
For the first time, a complete solution in terms of elementary functions is given to the problem of a transversely isotropic elastic space weakened by an external circular crack and subjected to arbitrary normal loading applied symmetrically to both crack faces. A complete field of displacements and stresses due to a concentrated loading is given for both transversely isotropic and purely isotropic cases. The method of solution is based on the results published earlier by the first author.
1996 ◽
Vol 33
(2)
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pp. 167-191
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2012 ◽
Vol 21
(6)
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pp. 065019
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Keyword(s):
1989 ◽
Vol 99
(3)
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1992 ◽
Vol 114
(2)
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pp. 208-212
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1987 ◽
Vol 23
(3)
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pp. 403-412
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Keyword(s):
1999 ◽
Vol 42
(1)
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pp. 73-79
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