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contributor authorJoão A. Teixeira de Freitas
contributor authorDavid Lloyd Smith
date accessioned2017-05-08T22:05:48Z
date available2017-05-08T22:05:48Z
date copyrightOctober 1983
date issued1983
identifier other%28asce%290733-9399%281983%29109%3A5%281247%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/71230
description abstractAn accurate and unified finite element description is presented, in both stiffness and flexibility formats, of the response of planar elastic beams subject to terminal loads. The stability and bowing functions are inter‐related, their descriptions accounting for the effects of axial deformability and a measure of the shear deformation effects. A perturbation technique is used to solve the non‐linear governing equations. The solutions so derived are cast in four distinct forms: (1) Deformation; (2) incremental; (3) perturbation; and (4) asymptotic forms of structural analysis. A brief comparison between related formulations presented in the literature is included.
publisherAmerican Society of Civil Engineers
titleFinite Element Elastic Beam‐Column
typeJournal Paper
journal volume109
journal issue5
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1983)109:5(1247)
treeJournal of Engineering Mechanics:;1983:;Volume ( 109 ):;issue: 005
contenttypeFulltext


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