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contributor authorAhmed K. Noor
contributor authorW. Scott Burton
date accessioned2017-05-08T22:36:34Z
date available2017-05-08T22:36:34Z
date copyrightApril 1992
date issued1992
identifier other%28asce%290733-9399%281992%29118%3A4%28683%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/83674
description abstractAnalytic three‐dimensional elasticity solutions are presented for the thermal buckling problem of multilayered anisotropic plates. The plates are assumed to have rectangular geometry and an antisymmetric lamination with respect to the middle plane. The temperature is assumed to be independent of the surface coordinates, but it has an arbitrary symmetric variation through the thickness of the plate. No external loads are present, but the motion of the plate is partially restrained in its plane. A mixed formulation is used, with the fundamental unknowns consisting of the six stress components and the three displacement components of the plate. The prebuckling deformations are taken into account. Each of the plate variables is decomposed into symmetric and antisymmetric components in the thickness direction, and is expressed in terms of a double Fourier series in the Cartesian surface coordinates. Extensive numerical results are presented showing the effects of the prebuckling deformation on the critical temperature, as well as the effects of variation in the lamination and geometric parameters of composite plates on the importance of the transverse stress and strain components.
publisherAmerican Society of Civil Engineers
titleThree‐Dimensional Solutions for Thermal Buckling of Multilayered Anisotropic Plates
typeJournal Paper
journal volume118
journal issue4
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1992)118:4(683)
treeJournal of Engineering Mechanics:;1992:;Volume ( 118 ):;issue: 004
contenttypeFulltext


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