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The equivalent elastic modulus of cracked bodies with orderly distributed cracks wascomputed with the boundary element method.A practical self-consistent scheme has been proposed inconsideration of the mutual interaction effects of the cracks.The influence of friction coefficients andorientation of cracks has been investigated.Some computational examples have been given,and the re-sults show that the proposed method is adequate and the scheme is efficient.
The equivalent elastic modulus of cracked bodies with orderly distributed cracks wascomputed with the boundary element method. A practical self-consistent scheme has been proposed inconsideration of the mutual interaction effects of the cracks. The influence of friction coefficients andorientation of cracks has been investigated. computational examples have been given, and the re-sults show that the proposed method is adequate and the scheme is efficient.