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contributor authorC. C. Chao
contributor authorT. P. Tung
contributor authorH. H. Li
date accessioned2017-05-08T23:44:02Z
date available2017-05-08T23:44:02Z
date copyrightSeptember, 1994
date issued1994
identifier issn0195-0738
identifier otherJERTD2-26456#240_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/113486
description abstractA consistent higher-order theory is presented for static deformation and stress analysis of cross-ply thick laminates. Emphasis is placed on consistence with the 3-D boundary conditions and interlaminar stress continuity, exterior and interior, respectively, to the simply supported rectangular plate. All edges and lateral surfaces are considered stress-free, while surface traction and applied load equilibrium is maintained in the loading area. Individual layer displacement fields are expressed in terms of in-plane double Fourier series and cubic polynomials in thickness coordinates with continuity of interlaminar displacements and transverse stresses observed. A system of equations is derived with all these necessary conditions satisfied by means of the higher-order terms of the displacement fields in the extended Rayleigh-Ritz procedure. 3-D displacement and stress components, as compared well with exact solution cases available, can be found throughout the plate for 3-D analysis of localized damage. Thickness shrinking is noted with no mid-surface symmetry of stress distribution.
publisherThe American Society of Mechanical Engineers (ASME)
title3-D Stress Analysis of Cross-Ply Laminated Composites
typeJournal Paper
journal volume116
journal issue3
journal titleJournal of Energy Resources Technology
identifier doi10.1115/1.2906449
journal fristpage240
journal lastpage249
identifier eissn1528-8994
keywordsComposite materials AND Stress analysis (Engineering)
treeJournal of Energy Resources Technology:;1994:;volume( 116 ):;issue: 003
contenttypeFulltext


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