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contributor authorK. Chandrashekhara
contributor authorK. S. Nanjunda Rao
date accessioned2017-05-08T22:37:56Z
date available2017-05-08T22:37:56Z
date copyrightJune 1996
date issued1996
identifier other%28asce%290733-9399%281996%29122%3A6%28575%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/84431
description abstractAn exact three-dimensional elasticity solution has been obtained for an infinitely long, thick transversely isotropic circular cylindrical shell panel, simply supported along the longitudinal edges and subjected to a radial patch load. Using a set of three displacement functions, the boundary value problem is reduced to Bessel's differential equation. Numerical results are presented for different thickness to mean radius ratios and semicentral angles of the shell panel. Classical and first-order shear deformation orthotropic shell theories have been examined in comparison with the present elasticity solution.
publisherAmerican Society of Civil Engineers
titleAnalysis of a Long Thick Orthotropic Circular Cylindrical Shell Panel
typeJournal Paper
journal volume122
journal issue6
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1996)122:6(575)
treeJournal of Engineering Mechanics:;1996:;Volume ( 122 ):;issue: 006
contenttypeFulltext


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