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contributor authorAslam Kassimali
contributor authorJames N. Craddock
contributor authorGary A. Wigell
contributor authorReza Abbasnia
date accessioned2017-05-08T20:51:49Z
date available2017-05-08T20:51:49Z
date copyrightOctober 1986
date issued1986
identifier other%28asce%290733-9445%281986%29112%3A10%282350%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29680
description abstractA method of analysis to determine axial and bending stress distributions in open‐section beams composed of fiber‐composite layers is presented. The method is based on the transformed‐section concept, and the effects of Poisson's ratios and in‐plane shear are taken into account. Numerical results are presented for an I‐shaped cross section with various fiber orientations, and are compared to those obtained from lamination theory (Tsai & Hahn 1980), and the conventional transformedsection method (Heger, Chambers & Dietz, 1982) which neglects the effects of Poisson's ratios and shear coupling.
publisherAmerican Society of Civil Engineers
titleTransformed‐Section Model for Composite Beams Based on Axial Stiffness
typeJournal Paper
journal volume112
journal issue10
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1986)112:10(2350)
treeJournal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 010
contenttypeFulltext


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