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Historical deformation analysis of elastoplastic structures as a parametric linear complementarity problem

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Publication:1243163
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DOI10.1007/BF02133868zbMath0369.73047OpenAlexW2003377904MaRDI QIDQ1243163

Osvaldo De Donato, Giulio Maier

Publication date: 1976

Published in: Meccanica (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/bf02133868



Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10)


Related Items

A fast first-order optimization approach to elastoplastic analysis of skeletal structures ⋮ Complete solutions for a class of elastic-plastic structures ⋮ Mathematical programming and nonlinear finite element analysis ⋮ Combined elastoplastic and limit analysis via restricted basis linear programming ⋮ Large scale nonholonomic elastoplastic analysis using a linear complementarity formulation



Cites Work

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  • A quadratic programming approach for certain classes of non linear structural problems
  • Monotone solutions of the parametric linear complementarity problem
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