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contributor authorC. K. Soh
contributor authorT. K. Chan
contributor authorS. K. Yu
date accessioned2017-05-08T22:39:25Z
date available2017-05-08T22:39:25Z
date copyrightNovember 2001
date issued2001
identifier other%28asce%290733-9399%282001%29127%3A11%281075%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/85294
description abstractThis paper describes a numerical method to determine the lower-bound solution of limit load of a rigid–perfectly plastic body obeying the von Mises yield criterion. The idea of this method is to construct a smoothed linear stress field that satisfies the yield criterion everywhere in the body. Applying the similar stress recovery techniques as superconvergent patch recovery and recovery by equilibrium in patch in the elastic finite-element analysis, the nodal stresses are obtained from those stresses at the integration points from an iterative process of upper-bound limit analysis. Then, the improved stress fields and lower-bound solutions can be derived by ensuring all the nodal stresses within the yield surface. The convergence of this method is guaranteed. The validity of the proposed method is demonstrated with some numerical examples. The computational results show that more reliable lower-bound solutions can be obtained by using this method, especially for problems with strain singularity.
publisherAmerican Society of Civil Engineers
titleNumerical Method for Lower-Bound Solution of the Rigid-Plastic Limit Analysis Problem
typeJournal Paper
journal volume127
journal issue11
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(2001)127:11(1075)
treeJournal of Engineering Mechanics:;2001:;Volume ( 127 ):;issue: 011
contenttypeFulltext


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