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contributor authorT. M. Roberts
contributor authorZ. G. Azizian
date accessioned2017-05-08T20:51:15Z
date available2017-05-08T20:51:15Z
date copyrightJune 1984
date issued1984
identifier other%28asce%290733-9445%281984%29110%3A6%281415%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29334
description abstractThe elastic flexural-torsional instability of monosymmetric I-beams and cantilevers is investigated using a general energy approach based on the vanishing of the second variation of the total potential energy. For simply supported beams, closed form solutions are presented which are valid for a wide range of section properties and which include the influence of pre-buckling displacements. Where the closed form solutions become inaccurate, and for cantilevers, numerical results are presented.
publisherAmerican Society of Civil Engineers
titleInstability of Monosymmetric I‐Beams
typeJournal Paper
journal volume110
journal issue6
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1984)110:6(1415)
treeJournal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 006
contenttypeFulltext


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