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dc.contributor.authorC. C. Chao
dc.contributor.authorT. P. Tung
dc.contributor.authorH. H. Li
dc.date.accessioned2017-05-08T23:44:02Z
dc.date.available2017-05-08T23:44:02Z
dc.date.copyrightSeptember, 1994
dc.date.issued1994
dc.identifier.issn0195-0738
dc.identifier.otherJERTD2-26456#240_1.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/113486
dc.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.
dc.publisherThe American Society of Mechanical Engineers (ASME)
dc.title3-D Stress Analysis of Cross-Ply Laminated Composites
dc.typeJournal Paper
dc.journal.volume116
dc.journal.issue3
dc.journal.titleJournal of Energy Resources Technology
dc.identifier.doi10.1115/1.2906449
dc.journal.fristpage240
dc.journal.lastpage249
dc.identifier.eissn1528-8994
dc.keywordsComposite materials AND Stress analysis (Engineering)
dc.treeJournal of Energy Resources Technology:;1994:;volume( 116 ):;issue: 003
dc.contenttypeFulltext


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