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contributor authorR. John Craig
date accessioned2017-05-08T22:15:52Z
date available2017-05-08T22:15:52Z
date copyrightJanuary 1987
date issued1987
identifier other%28asce%290733-9399%281987%29113%3A1%2831%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/75553
description abstractA finite difference approach to the Reissner's theory of plate bending is presented. The theory for the numerical analysis of rectangular plates is presented. The results of an example of a plate with simply supported edges are compared with other forms of solution, i.e., finite element, etc., for the uniformly loaded and concentrated load situations. The numerical analysis procedure for simply supported, fixed, free, and combinations of the three type rectangular plates is presented along with methods of solution.
publisherAmerican Society of Civil Engineers
titleFinite Difference Solutions of Reissner's Plate Equations
typeJournal Paper
journal volume113
journal issue1
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1987)113:1(31)
treeJournal of Engineering Mechanics:;1987:;Volume ( 113 ):;issue: 001
contenttypeFulltext


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