A unified approach to quasi-static shakedown problems for elastic-plastic solids with piecewise linear yield surface
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Publication:598868
DOI10.1007/BF02128538zbMath0413.73041MaRDI QIDQ598868
Publication date: 1978
Published in: Meccanica (Search for Journal in Brave)
perturbation methodshakedown analysiselastic-plastic bodiesgeneralized Melan theoremlocal termsquasi-statically varying loads
Related Items (4)
Bounds to internal forces for elastic-plastic solids subjected to variable loads ⋮ Bounding principles for elastic-plastic-creeping solids loaded below and above the shakedown limit ⋮ Shakedown analysis of limited-ductility structures ⋮ Shakedown optimal design of reinforced concrete structures by evolution strategies
Cites Work
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- General displacement and work bounds for dynamically loaded bodies
- Adaptation of rigid-work-hardening discrete structures subjected to load and temperature cycles and second-order geometric effects
- Workhardening adaptation of rigid-plastic structures
- Adaptation d'une structure elastoplastique à ecrouissage cinematique
- Adaptation d'une structure plastique ecrouissable
- Upper bounds on dynamic deformations of elastoplastic continua
- A displacement bounding principle in shakedown of structures subjected to cyclic loads
- A matrix structural theory of piecewise linear elastoplasticity with interacting yield planes
- Shakedown theory in perfect elastoplasticity with associated and nonassociated flow-laws: A finite element linear programming approach
- Upper bounds to plastic strains in shake-down of structures subjected to cyclic loads
- Inadaptation theorems in the dynamics of elastic-work hardening structures
- Bounds on Plastic Strains and Displacements in Dynamic Shakedown of Work-Hardening Structures
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