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contributor authorNabil F. Grace
contributor authorDebal K. Bagchi
contributor authorJohn B. Kennedy
date accessioned2017-05-08T22:36:08Z
date available2017-05-08T22:36:08Z
date copyrightFebruary 1991
date issued1991
identifier other%28asce%290733-9399%281991%29117%3A2%28276%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/83429
description abstractA method is presented for the nonlinear analysis of an element of a laminated composite using the Ramberg‐Osgood stress‐strain relation and considering transverse shear, degradation of elastic moduli due to fracture, and deformation theory of plasticity generalized for anisotropic inelastic material. An efficient solution is obtained employing the Newton‐Raphson method for proportional or nearly proportional loading in incremental steps. At the end of each step failure criteria are applied to each layer as well as to the laminate to study failure due to yielding, fracture, delamination, and degradation of laminate stiffness. The method gives a better comparison with experimental results than previous inelastic analysis. Because of its generality, the method can be used as an effective tool for the selection of allowable stresses in the design of laminated composites.
publisherAmerican Society of Civil Engineers
titleNonlinear Deformation of Laminated Composites
typeJournal Paper
journal volume117
journal issue2
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1991)117:2(276)
treeJournal of Engineering Mechanics:;1991:;Volume ( 117 ):;issue: 002
contenttypeFulltext


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