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Elastoplastic truss design using a displacement based optimization - MaRDI portal

Elastoplastic truss design using a displacement based optimization (Q1611978)

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scientific article; zbMATH DE number 1790707
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Elastoplastic truss design using a displacement based optimization
scientific article; zbMATH DE number 1790707

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    Elastoplastic truss design using a displacement based optimization (English)
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    28 August 2002
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    It is shown that the numerical solution of a static structural problem, whose elements have a limited resistance caused by the onset of plasticity, requires the solution of a nonlinear algebraic system with constraints on the unknowns. The optimization of the total weight reduces to a nonlinear programming problem which can be formulated either in terms of nodal displacements or by assuming the areas of the cross-sections as independent variables.
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    weight optimization
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    nonlinear programming problem
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    nodal displacements
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