Limit State of Materials and Structures: Direct Methods 2

Limit State of Materials and Structures
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More important, as no mapping or coordinate transformation is involved in the SFEM, its elements are allowed to be of arbitrary shape and the problem of mesh distortion can be avoided when using SFEM. Articles 1—19 Show more. Theocaris PS Failure criteria for isotropic bodies revisited. This allows one to define a maximum admissible stress value in the whole structure and for the given load. Thereby, during the outer iteration process, is a sequence tending to zero. Computation of robust maximum load factors by stochastic optimization methods. Hopkins HG, Wang AJ Load-carrying capacities for circular plates of perfectly-plastic material with arbitrary yield condition.

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