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contributor authorM. Gorji
contributor authorJ. A. Abuyan
contributor authorK. S. Y. Li
date accessioned2017-05-08T21:15:40Z
date available2017-05-08T21:15:40Z
date copyrightJanuary 1992
date issued1992
identifier other%28asce%290893-1321%281992%295%3A1%28138%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/44719
description abstractThis investigation considers the effect of transverse shear deformation on bending of the axisymmetrically loaded isotropic and orthotropic circular and annular plates undergoing large deflection. The analysis treats the nonlinear terms of lateral displacement as fictitious loads acting on the plate. The solution of a von Kármán‐type plate is, therefore, reduced to a plane problem in elasticity and a linear plate‐bending problem. Results are presented for simply supported and clamped plates and are in good agreement with the available solutions. For plates considered in this study, the influence of shear deformation on lateral displacement becomes more significant as the orthotropic parameter increases. The linear and nonlinear solutions for orthotropic plates deviate at a low value of the maximum deflection‐to‐thickness ratio
publisherAmerican Society of Civil Engineers
titleAnalysis of Thick Circular Plates Undergoing Large Deflections
typeJournal Paper
journal volume5
journal issue1
journal titleJournal of Aerospace Engineering
identifier doi10.1061/(ASCE)0893-1321(1992)5:1(138)
treeJournal of Aerospace Engineering:;1992:;Volume ( 005 ):;issue: 001
contenttypeFulltext


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