Adaptation of rigid-work-hardening discrete structures subjected to load and temperature cycles and second-order geometric effects

DOI10.1016/0045-7825(76)90051-7zbMath0344.73039OpenAlexW2030531977MaRDI QIDQ1232930

Jan A. Koenig, Giulio Maier

Publication date: 1976

Published in: Computer Methods in Applied Mechanics and Engineering (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0045-7825(76)90051-7

Mathematics Subject Classification ID

Finite element methods applied to problems in solid mechanics (74S05) Plastic materials, materials of stress-rate and internal-variable type (74C99)

Related Items (6)

A unified approach to quasi-static shakedown problems for elastic-plastic solids with piecewise linear yield surface ⋮ Methods for computing optimal bounds on deformation in the theory of workhardening adaptation ⋮ Studies on plastic structures: stability, anisotropic hardening, cyclic loads ⋮ Optimum design for work-hardening adaptation ⋮ Workhardening adaptation of rigid-plastic structures ⋮ Analysis and design of circular plates using the workhardening adaptation criterion

Cites Work

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• Workhardening adaptation of rigid-plastic structures
• A displacement bounding principle in shakedown of structures subjected to cyclic loads
• A matrix structural theory of piecewise linear elastoplasticity with interacting yield planes
• Upper bounds to plastic strains in shake-down of structures subjected to cyclic loads

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