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contributor authorM. L. Boubakar
contributor authorPh. Boisse
contributor authorS. Moyne
contributor authorC. Lexcellent
date accessioned2017-05-08T23:59:52Z
date available2017-05-08T23:59:52Z
date copyrightJanuary, 1999
date issued1999
identifier issn0094-4289
identifier otherJEMTA8-26995#44_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/122265
description abstractA tridimensional finite element model of isothermal pseudoelastic deformations is proposed in order to analyze and predict the behavior of shape memory alloys (SMA). To perform finite strain calculations, the mechanical modeling is based on a formulation in a non material rotating frame. The constitutive equations in a particular configuration are closed form of those developed with small strain assumption. This leads naturally to a numerical scheme composed of an elastic prediction and a possible pseudoelastic correction. To insure the convergence of the equilibrium equation solving method, a consistent tangent operator with the stress calculation algorithm is defined. In the case of thin structures, the proposed model is consistent with the zero normal stress condition within a three node shell element based on a mixed interpolation in order to avoid transverse shear locking. Numerical results are presented to show the accuracy of the proposed approach.
publisherThe American Society of Mechanical Engineers (ASME)
titleSMA Pseudoelastic Finite Strains. Theory and Numerical Application
typeJournal Paper
journal volume121
journal issue1
journal titleJournal of Engineering Materials and Technology
identifier doi10.1115/1.2815998
journal fristpage44
journal lastpage47
identifier eissn1528-8889
keywordsDeformation
keywordsShape memory alloys
keywordsStress
keywordsStructural frames
keywordsEquilibrium (Physics)
keywordsShear (Mechanics)
keywordsAlgorithms
keywordsConstitutive equations
keywordsModeling
keywordsEquations
keywordsFinite element model
keywordsInterpolation AND Shells
treeJournal of Engineering Materials and Technology:;1999:;volume( 121 ):;issue: 001
contenttypeFulltext


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