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THE DISPLACEMENT FUNCTION OF QUASI-CONFORMING ELEMENT AND ITS NODE ERROR
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作者 HE dong-sheng(何东升) +1 位作者 TANG Li-min(唐立民) 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 2002年第2期127-137,共11页
Based on the strain formulation of the quasi-conforming finite element, displacement functions are constructed which have definite physical meaning, and a conclusion can be obtained that the coefficients of the consta... Based on the strain formulation of the quasi-conforming finite element, displacement functions are constructed which have definite physical meaning, and a conclusion can be obtained that the coefficients of the constant and the linear strain are uniquely determined, and the quasi-conforming finite element method is convergent to constant strain. There are different methods for constructing the rigid displacement items, and different methods correspond to different order node errors, and this is different from ordinary displacement method finite element. 展开更多
关键词 quasi-conforming element displacement function error analysis finite element method 9-parameter triangular plate element
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