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contributor authorNandivaram E. Shanmugam
date accessioned2017-05-08T20:52:20Z
date available2017-05-08T20:52:20Z
date copyrightFebruary 1987
date issued1987
identifier other%28asce%290733-9445%281987%29113%3A2%28322%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29991
description abstractA simple method for the problem of uniaxially loaded orthotropic plates is presented. The analysis is approximate and is based on the energy method. It is free from tedious calculations such as those encountered when the large deflection theory is used. Formulas are derived for effective widths of plate with two different boundary conditions: (1) the two unloaded edges restrained against in‐plane displacement in the transverse direction; and (2) the two unloaded edges free to pull in transversely. Effective width curves for orthotropic plates having various elastic properties are presented.
publisherAmerican Society of Civil Engineers
titleStrength of Axially Loaded Orthotropic Plates
typeJournal Paper
journal volume113
journal issue2
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1987)113:2(322)
treeJournal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 002
contenttypeFulltext


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