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contributor authorF. Giambanco
contributor authorL. Palizzolo
contributor authorL. Cirone
date accessioned2017-05-08T23:55:32Z
date available2017-05-08T23:55:32Z
date copyrightDecember, 1998
date issued1998
identifier issn0021-8936
identifier otherJAMCAV-26457#811_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/119832
description abstractThe step-by-step analysis of structures constituted by elastic-plastic finite elements, subjected to an assigned loading history, is here considered. The structure may possess dynamic and/or not dynamic degrees-of-freedom. As it is well-known, at each step of analysis the solution of a linear complementarity problem is required. An iterative method devoted to solving the relevant linear complementarity problem is presented. It is based on the recursive solution of a linear complementarity, problem in which the constraint matrix is block-diagonal and deduced from the matrix of the original linear complementarity problem. The convergence of the procedure is also proved. Some particular cases are examined. Several numerical applications conclude the paper.
publisherThe American Society of Mechanical Engineers (ASME)
titleAn Iterative Approach to Dynamic Elastic-Plastic Analysis
typeJournal Paper
journal volume65
journal issue4
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.2791916
journal fristpage811
journal lastpage819
identifier eissn1528-9036
keywordsDegrees of freedom
keywordsFinite element analysis AND Iterative methods
treeJournal of Applied Mechanics:;1998:;volume( 065 ):;issue: 004
contenttypeFulltext


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