The shakedown load boundary of an elastic-perfectly plastic structure

DOI10.1007/BF00990454zbMath0824.73014MaRDI QIDQ1892035

Castrenze Polizzotto, Paolo Fuschi

Publication date: 9 November 1995

Published in: Meccanica (Search for Journal in Brave)

zbMATH Keywords

normality rulecyclic loadsmaximum plastic work theoremload spacecombined time-variable/steady loadsplastic strain accumulation vector

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Anelastic fracture and damage (74R20)

Related Items (3)

A direct method for ratchet boundary determination ⋮ Shakedown analysis for a class of strengthening materials within the framework of gradient plasticity ⋮ On Recent Progress in Shakedown Analysis and Applications to Large-Scale Problems

Cites Work

• Dynamic shakedown by modal analysis
• On the influence of geometrical nonlinearities on the shakedown of elastic-plastic structures
• On sheakedown of elastic plastic solids
• Shakedown with nonlinear strain-hardening including structural computation using finite element method
• Dynamic non-shakedown theorem for elastic perfectly-plastic continua
• A finite element formulation for shakedown problems using a yield criterion of the mean
• Theorems of restricted dynamic shakedown
• A Study on Plastic Shakedown of Structures: Part I—Basic Properties
• On the Conditions to Prevent Plastic Shakedown of Structures: Part I—Theory
• On the Conditions to Prevent Plastic Shakedown of Structures: Part II—The Plastic Shakedown Limit Load
• A VARIATIONAL PRINCIPLE OF MAXIMUM PLASTIC WORK IN CLASSICAL PLASTICITY
• Unnamed Item
• Unnamed Item
• Unnamed Item
• Unnamed Item

This page was built for publication: The shakedown load boundary of an elastic-perfectly plastic structure