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contributor authorPeng Pan
contributor authorMakoto Ohsaki
contributor authorHiroshi Tagawa
date accessioned2017-05-08T21:00:19Z
date available2017-05-08T21:00:19Z
date copyrightAugust 2007
date issued2007
identifier other%28asce%290733-9445%282007%29133%3A8%281176%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/35092
description abstractThe purpose of this paper is to show that the performance of a structural component is drastically improved utilizing shape optimization considering inelastic responses. Optimal flange shapes are found as an example for an H-beam to show that the energy dissipation capacity is significantly improved by shape optimization. The forced displacement is given at the free end of the cantilever beam so that the average deformation angle reaches the specified value. The constraint is given for the maximum equivalent plastic strain at the welded section. Global optimal solutions are searched by a heuristic approach called simulated annealing, which is successfully combined with a commercial finite-element analysis code ABAQUS for elastoplastic analysis. It is shown in the examples that the maximum plastic strains near the welded section are reduced and the plastic deformation is widely distributed around the reduced section of the optimal solution; thus, allowing large energy dissipation under small maximum plastic strain. The results show the advantage of the optimal shape over the conventional circular cut.
publisherAmerican Society of Civil Engineers
titleShape Optimization of H-Beam Flange for Maximum Plastic Energy Dissipation
typeJournal Paper
journal volume133
journal issue8
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(2007)133:8(1176)
treeJournal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 008
contenttypeFulltext


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