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contributor authorNandivaram E. Shanmugam
contributor authorSeng‐Lip Lee
date accessioned2017-05-08T20:51:18Z
date available2017-05-08T20:51:18Z
date copyrightAugust 1984
date issued1984
identifier other%28asce%290733-9445%281984%29110%3A8%281747%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29369
description abstractThis paper reports the experimental investigations that have been carried out to study the ultimate strength and behavior of trapezoidal steel flooring units. The steel deck models were subjected to pure bending loads and the failure was found to occur either due to yielding of compression flange or due to web buckling. Stiffening the compression flange increased the ultimate load significantly. Simple theories using the effective width concept are shown to give reasonably accurate predictions of the failure loads.
publisherAmerican Society of Civil Engineers
titleUltimate Load Behavior of Trapezoidal Steel Decks
typeJournal Paper
journal volume110
journal issue8
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1984)110:8(1747)
treeJournal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 008
contenttypeFulltext


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