Estimates of the post-shakedown response of hardening structures by means of simplified computations

DOI10.1007/BF01573812zbMath0663.73021MaRDI QIDQ1115229

Leone Corradi, Carlo Poggi

Publication date: 1987

Published in: Meccanica (Search for Journal in Brave)

zbMATH Keywords

elastic-plastic structuresfictitious loadspost-shakedown responsesingle step, holonomic elastic-plastic analysisvarying external actions

Mathematics Subject Classification ID

Anelastic fracture and damage (74R20)

Related Items (1)

Bilateral bounds for structures under dynamic shakedown conditions

Cites Work

• Unnamed Item
• A displacement formulation for the finite element elastic-plastic problem
• Bounding principles for elastic-plastic-creeping solids loaded below and above the shakedown limit
• A displacement bounding principle in shakedown of structures subjected to cyclic loads
• Quadratic programming and theory of elastic-perfectly plastic structures
• 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
• A refined finite element model for the analysis of elastic-plastic frames

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