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    Radial Basis Collocation Method for Nearly Incompressible Elasticity

    Source: Journal of Engineering Mechanics:;2013:;Volume ( 139 ):;issue: 004
    Author:
    Lihua
    ,
    Wang
    ,
    Zheng
    ,
    Zhong
    DOI: 10.1061/(ASCE)EM.1943-7889.0000495
    Publisher: American Society of Civil Engineers
    Abstract: Strong 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.
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      Radial Basis Collocation Method for Nearly Incompressible Elasticity

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    https://yetl.yabesh.ir/yetl1/handle/yetl/60979
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    • Journal of Engineering Mechanics

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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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