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contributor authorLihua
contributor authorWang
contributor authorZheng
contributor authorZhong
date accessioned2017-05-08T21:43:59Z
date available2017-05-08T21:43:59Z
date copyrightApril 2013
date issued2013
identifier other%28asce%29em%2E1943-7889%2E0000504.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/60979
description abstractStrong form collocation using radial basis functions approximation, which is called the radial basis collocation method, is an efficient method for solving partial differential equations or integral equations because it has implementation simplicity and exponential convergence. In this work, the radial basis collocation method is introduced in conjunction with a least-squares scheme to suppress the volumetric locking in nearly incompressible elastic problems. Radial basis approximation, which possesses infinite continuity, is rich enough to ensure the divergence-free condition. Modal analysis proves that all the nonphysical locking modes can be removed, which eliminates the locking effect. Numerical studies validate the good performance of the proposed method. Exponential convergence is obtained as expected, and no pressure oscillation is observed.
publisherAmerican Society of Civil Engineers
titleRadial Basis Collocation Method for Nearly Incompressible Elasticity
typeJournal Paper
journal volume139
journal issue4
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)EM.1943-7889.0000495
treeJournal of Engineering Mechanics:;2013:;Volume ( 139 ):;issue: 004
contenttypeFulltext


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