Large deformation of structures by sequential limit analysis
type: Item
instance of: scholarly article
title: Large deformation of structures by sequential limit analysis
zbMATH Open document ID: 0767.73026
DOI: 10.1016/0020-7683(93)90023-Z
author: S. Singh
published in: International Journal of Solids and Structures
publication date: 1993-05-16T00:00:00Z
review text: The method of sequential limit analysis is used to compute large deformation solutions of truss and frame problems. Differing from the incremental method of plasticity, the limit analysis method is numerically stable, more efficient and requires simpler input data. A duality theorem serves as the foundation of an algorithm for computing the complete static and kinematic solutions simultaneously and for establishing their accuracy in each step of a deformation sequence.
Mathematics Subject Classification ID: 74C15
Mathematics Subject Classification ID: 74C20
Mathematics Subject Classification ID: 74R20
Mathematics Subject Classification ID: 74K10
zbMATH DE Number: 168880
zbMATH Keywords: internal contact of structural members
zbMATH Keywords: bifurcation
zbMATH Keywords: truss
zbMATH Keywords: frame
zbMATH Keywords: duality theorem
MaRDI profile type: Publication
full work available at URL: 0020-7683(93)90023-z
OpenAlex ID: W2066435533
description: scientific article; zbMATH DE number 168880