Inadaptation theorems in the dynamics of elastic-work hardening structures
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Publication:3214502
DOI10.1007/BF00536578zbMath0271.73030MaRDI QIDQ3214502
Publication date: 1973
Published in: Ingenieur-Archiv (Search for Journal in Brave)
Related Items (9)
A unified approach to quasi-static shakedown problems for elastic-plastic solids with piecewise linear yield surface ⋮ Bilateral bounds for structures under dynamic shakedown conditions ⋮ A non-incremental numerical method for dynamic elastoplastic problems by the symplectic Brezis-Ekeland-Nayroles principle ⋮ Complementarity problems in structural engineering: an overview ⋮ Modeling and computation of shakedown problems for nonlinear hardening materials ⋮ Dynamic shakedown theory allowing for second order geometric effects ⋮ Workhardening adaptation of rigid-plastic structures ⋮ Dynamic shakedown by modal analysis ⋮ Shakedown analysis of shell structures of kinematic hardening materials
Cites Work
- Dynamic non-shakedown theorem for elastic perfectly-plastic continua
- A quadratic programming approach for certain classes of non linear structural problems
- 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
- Bounds on Plastic Strains and Displacements in Dynamic Shakedown of Work-Hardening Structures
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