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Development of quadrilateral spline thin plate elements using the B-net method 被引量:2
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作者 Juan Chen Chong-Jun Li 《Acta Mechanica Sinica》 SCIE EI CAS CSCD 2013年第4期567-574,共8页
The quadrilateral discrete Kirchhoff thin plate bending element DKQ is based on the isoparametric element Q8, however, the accuracy of the isoparametric quadrilateral elements will drop significantly due to mesh disto... The quadrilateral discrete Kirchhoff thin plate bending element DKQ is based on the isoparametric element Q8, however, the accuracy of the isoparametric quadrilateral elements will drop significantly due to mesh distortions. In a previous work, we constructed an 8-node quadrilateral spline element L8 using the triangular area coordinates and the B- net method, which can be insensitive to mesh distortions and possess the second order completeness in the Cartesian co- ordinates. In this paper, a thin plate spline element is devel- oped based on the spline element L8 and the refined tech- nique. Numerical examples show that the present element indeed possesses higher accuracy than the DKQ element for distorted meshes. 展开更多
关键词 Spline finite element ~ Refined quadrilateral el-ement ~ Discrete Kirchhoff plate element ~ triangular areacoordinates ~ B-net method
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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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