Dynamic shakedown by modal analysis
From MaRDI portal
Publication:798041
DOI10.1007/BF01560461zbMath0546.73028MaRDI QIDQ798041
No author found.
Publication date: 1984
Published in: Meccanica (Search for Journal in Brave)
modal analysislower and upper bound theoremsPoliotto, Castrenzeadmissible plastic strain cyclediscrete elastic-perfectly plastic structuresDynamic shakedownminimum adaptation timespecified load historystatical and kinematical theorems
Related Items
The shakedown load boundary of an elastic-perfectly plastic structure, A non-incremental numerical method for dynamic elastoplastic problems by the symplectic Brezis-Ekeland-Nayroles principle, Reliability of Elastic-Plastic Bar Systems Loaded Dynamically, Shakedown theorems for elastic-plastic solids in the framework of gradient plasticity
Cites Work
- Unnamed Item
- Dynamic non-shakedown theorem for elastic perfectly-plastic continua
- A matrix structural theory of piecewise linear elastoplasticity with interacting yield planes
- Inadaptation theorems in the dynamics of elastic-work hardening structures
- Bounds on Plastic Strains and Displacements in Dynamic Shakedown of Work-Hardening Structures
