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TRIANGULAR ELEMENTS FOR REISSNER-MINDLIN PLATE
作者姓名:陈绍春  石东洋
作者单位:Zhengzhou University,Zhengzhou 450052,P. R. China
摘    要:I-IntroductionInrecentyearsmuchresearchefforthasbeenspentonthedevel0pmentofreliableandefficientplateelementsbasedonReissner-Mindlintheory.Adifficultyisthelockingbehaviorexhibitedasl- 0(tisthethicknessoftheplate)forlowerorderc'elements.BasedonTaylorexpendi…

收稿时间:3 August 1994

Triangular elements for Reissner-Mindlin plate
Chen Shaochun,Shi Dongyang.TRIANGULAR ELEMENTS FOR REISSNER-MINDLIN PLATE[J].Applied Mathematics and Mechanics(English Edition),1997,18(3):267-272.
Authors:Chen Shaochun  Shi Dongyang
Institution:(1) Zhengzhou University, 450052 Zhengzhou, PR China
Abstract:A general method to construct locking free Reissner-Mindlin plate elements is presented. According to this method the shear strain is replaced by its proper interpolation polynomial, which corresponds to the Kirchhoff conditions at the interpolation points as the thickness of plate tends to zero so the element is locking free. We construct two triangular elements by this method- a 3-node elenent and a 6-node element. The numerical results are provided.
Keywords:Reissner-Mindlin plate  locking  triangular element
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