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contributor authorBruce W. Golley
contributor authorJoseph Petrolito
contributor authorMark A. Hamstead
date accessioned2017-05-08T20:52:46Z
date available2017-05-08T20:52:46Z
date copyrightOctober 1988
date issued1988
identifier other%28asce%290733-9445%281988%29114%3A10%282239%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/30223
description abstractFinite panels are large finite elements which permit plate structures to be analyzed with minimum discretisation. Data preparation and computer storage requirements are significantly reduced with finite panels compared with conventional finite elements. A new finite panel for plate bending is presented which removes a number of restrictions of an earlier panel. Complete functions are used to represent displacements, with coefficients being chosen to make a modified potential energy functional assume a stationary value. Panel matrices, which are presented in an explicit form, may be used to analyze structures using standard finite element procedures. The panel has variable degrees of freedom, which enables convergence to be readily assessed. For single panels, and plate systems simply supported on two opposite sides, the proposed method leads to many well known exact and approximate solutions. Two examples demonstrate the accuracy of the panel.
publisherAmerican Society of Civil Engineers
titleFinite Panel for Static Analysis of Plates
typeJournal Paper
journal volume114
journal issue10
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1988)114:10(2239)
treeJournal of Structural Engineering:;1988:;Volume ( 114 ):;issue: 010
contenttypeFulltext


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