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contributor authorC. M. Wang
contributor authorG. T. Lim
contributor authorC. C. Sim
date accessioned2017-05-08T22:39:28Z
date available2017-05-08T22:39:28Z
date copyrightDecember 2001
date issued2001
identifier other%28asce%290733-9399%282001%29127%3A12%281296%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/85321
description abstractThis paper presents exact axisymmetric bending solutions of circular and annular plates based on the higher-order plate theory of Levinson. The solutions are displayed in terms of the corresponding Kirchhoff (or classical thin) plate solutions. These Kirchhoff-Levinson bending relationships are derived using the mathematical similarity of the governing equations of the two plate theories and the basis of load equivalence. The relationships allow one to readily deduce the more accurate Levinson plate solutions that account for the effect of transverse shear deformation, without having to solve the more complicated Levinson plate equations.
publisherAmerican Society of Civil Engineers
titleBending Solutions of Axisymmetric Levinson Plates in Terms of Corresponding Kirchhoff Solutions
typeJournal Paper
journal volume127
journal issue12
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(2001)127:12(1296)
treeJournal of Engineering Mechanics:;2001:;Volume ( 127 ):;issue: 012
contenttypeFulltext


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