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contributor authorVassilis P. Panoskaltsis
contributor authorLazaros C. Polymenakos
contributor authorDimitris Soldatos
date accessioned2017-05-08T22:41:21Z
date available2017-05-08T22:41:21Z
date copyrightMay 2008
date issued2008
identifier other%28asce%290733-9399%282008%29134%3A5%28354%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/86552
description abstractIn this work a new Eulerian approach to large deformation generalized plasticity, within the context of affine tensor analysis in Euclidean spaces, is presented. The approach relies crucially on the systematic use of the Lie derivative concept. Classical plasticity is then derived, as a special case of generalized plasticity. The computational implications resulting from the absence of the requirement for the existence of a yield surface in the theory of generalized plasticity are discussed. On the basis of those implications a general integration scheme is proposed. As an application, a generalized plasticity model in large deformations is presented. The proposed model is then used for the solution of boundary value problems.
publisherAmerican Society of Civil Engineers
titleEulerian Structure of Generalized Plasticity: Theoretical and Computational Aspects
typeJournal Paper
journal volume134
journal issue5
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(2008)134:5(354)
treeJournal of Engineering Mechanics:;2008:;Volume ( 134 ):;issue: 005
contenttypeFulltext


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