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contributor authorR. Ramgopal Varma
contributor authorG. Venkateswara Rao
date accessioned2017-05-08T21:43:32Z
date available2017-05-08T21:43:32Z
date copyrightOctober 2011
date issued2011
identifier other%28asce%29em%2E1943-7889%2E0000283.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/60738
description abstractA novel formulation is used to study the thermal postbuckling behavior of circular plates, with the edges supported to not have lateral deflection and elastically restrained against rotation. The elastic restraint is mathematically represented by an elastic rotational spring. The circular plate is subjected to a uniform edge compressive radial load, developed because of a uniform temperature rise. The formulation is on the basis of on the radial tensile load developed in the plate because of the large deflections of the plate with edges immovable in the plane normal to the edge and the linear buckling load corresponding to the uniform edge radial compressive load. The developed radial tensile load is obtained by using Berger’s approximation. The numerical results obtained from the present investigation in terms of the ratios of the postbuckling to the buckling loads for several rotational spring stiffness values compare well with those obtained by using the versatile finite-element analysis.
publisherAmerican Society of Civil Engineers
titleNovel Formulation to Study Thermal Postbuckling of Circular Plates with Edges Elastically Restrained against Rotation
typeJournal Paper
journal volume137
journal issue10
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)EM.1943-7889.0000274
treeJournal of Engineering Mechanics:;2011:;Volume ( 137 ):;issue: 010
contenttypeFulltext


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