An efficient warping model for elastoplastic torsional analysis of composite beams

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In this paper, we present an efficient warping model for nonlinear elastoplastic torsional analysis of composite beams developed based on Benscoter warping theory. A major challenge here is how to account for the evolution of warping functions efficiently as materials yield at various locations at different rates. Here, we propose to describe the warping displacement using a linear combination of two asymptotic warping functions with corresponding warping degrees of freedom. The asymptotic warping functions are calculated only once initially by solving the extended St. Venant equations under two material conditions: purely elastic condition and fully plastic condition when no material point in the cross-section remains elastic. Only the warping degrees of freedom are updated incrementally and iteratively in analysis without evaluating the warping functions again. The proposed warping model demonstrates an excellent performance in several numerical examples despite its simplicity. (C) 2017 Elsevier Ltd. All rights reserved.
Publisher
ELSEVIER SCI LTD
Issue Date
2017-10
Language
English
Article Type
Article
Keywords

CLOSED CROSS-SECTIONS; FINITE-ELEMENT; SHEAR STRESSES; MECHANICS; DISPLACEMENTS; PERFORMANCE; FORMULATION; BEHAVIOR; BARS; BEM

Citation

COMPOSITE STRUCTURES, v.178, pp.37 - 49

ISSN
0263-8223
DOI
10.1016/j.compstruct.2017.07.041
URI
http://hdl.handle.net/10203/226397
Appears in Collection
ME-Journal Papers(저널논문)
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