Application of shakedown theory to soils with non associated flow rules (Q1373223)

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scientific article; zbMATH DE number 1089222
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Application of shakedown theory to soils with non associated flow rules
scientific article; zbMATH DE number 1089222

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    Application of shakedown theory to soils with non associated flow rules (English)
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    18 November 1997
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    The authors present a method to determine lower bounds for the shakedown load for elastoplastic structures obeying non-associated flow laws. The finding of the load domain is formulated as an optimization problem in the framework of geometrically linear theory, for the elastic-perfectly-plastic material of Mohr-Coulomb type.
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    lower bounds
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    load domain
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    optimization problem
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    geometrically linear theory
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    elastic-perfectly-plastic material of Mohr-Coulomb type
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