On Some Issues in Shakedown Analysis
- 28 February 2001
- journal article
- Published by ASME International in Journal of Applied Mechanics
- Vol. 68 (5) , 799-808
- https://doi.org/10.1115/1.1379368
Abstract
Shakedown analysis, and its more classical special case of limit analysis, basically consists of “direct” (as distinct from time-stepping) methods apt to assess safety factors for variable repeated external actions and procedures which provide upper bounds on history-dependent quantities. The issues reviewed and briefly discussed herein are: some recent engineering-oriented and cost-effective methods resting on Koiter’s kinematic theorem and applied to periodic heterogeneous media; recent extensions (after the earlier ones to dynamics and creep) to another area characterized by time derivatives, namely poroplasticity of fluid-saturated porous media. Links with some classical or more consolidated direct methods are pointed out.Keywords
This publication has 54 references indexed in Scilit:
- Limit analysis of cracked structures by mathematical programming and finite element techniqueComputational Mechanics, 1999
- A Simple Upper-Bound Method for Calculating Approximate Shakedown LoadsJournal of Pressure Vessel Technology, 1998
- Application of shakedown theory to damaging inelastic material under mechanical and thermal loadsInternational Journal of Mechanical Sciences, 1997
- Shakedown of a cracked body consisting of kinematic hardening materialEngineering Fracture Mechanics, 1996
- A Yield Surface Linearization Procedure in Limit Analysis*Mechanics Based Design of Structures and Machines, 1990
- A constraint selection technique in limit analysisApplied Mathematical Modelling, 1989
- Deformation Bounds for Cyclically Loaded Shell Structures Operating Under Creep ConditionsJournal of Applied Mechanics, 1988
- A linear programming upper bound approach to the shakedown limit of thin shells subjected to variable thermal loadingThe Journal of Strain Analysis for Engineering Design, 1984
- Dynamic non-shakedown theorem for elastic perfectly-plastic continuaJournal of the Mechanics and Physics of Solids, 1974
- Deformation, Displacement, and Work Bounds for Structures in a State of Creep and Subject to Variable LoadingJournal of Applied Mechanics, 1972