Abstract
Based on the generalized compatibility condition under constant and linear stress field, a quadrilateral generalized conforming isoparametric element, GC-Q6, for plane stress analysis, is developed. The element GC-Q6 can be regarded as an improved form of Wilson's non-conforming isoparametric element Q6. GC-Q6 can pass the patch test for arbitrary irregular mesh while Q6 can not. GC-Q6 degenerates to Q6 when it is a parallelogram. Numerical examples show that the GC-Q6 element gives more accurate stress solution than the existing non- conforming elements and is less sensitive to geometric distortion.
Similar content being viewed by others
References
Wilson, E.L., et al., Incompatible displacement models,Numerical and Computer Methods in Structural Mechanics, ed. Fenves, S.J., et al., Academic Press, New York (1973), 43–57.
Taylor, R.L., et al., A non-conforming element for stress analysis,Int. J. Num. Meth. Engng.,10 (1976), 1211–1219.
Wachspress, E.L., Incompatible quadrilateral basis functions,Int. J. Num. Meth. Engng.,12 (1978), 589–595.
Chen Wan-ji and Tang Li-min, Isoparametric quasi-conforming element,J. of Dalian Institute of Technology,20, 1 (1981), 63–74. (in Chinese)
Pian, T.H.H. and Wu Chang-chun, General formulation of incompatible shape function and an incompatible isoparametric element,Proc. of the Invitational China-American Workshop on FEM, Chengde, China, June 2–6 (1986), 159–165.
Long Yu-qiu and Xin Ke-qui, Generalized conforming element,China Civil Engineering Journal,20, 1 (1987), 1–14. (in Chinese)
Cook, R.D., Improved two-dimensional finite element,J. Struct. Div., ASCE,100. ST9 (1974), 1851–1863.
Author information
Authors and Affiliations
Rights and permissions
About this article
Cite this article
Yu-qiu, L., Min-feng, H. A generalized conforming isoparametric element. Appl Math Mech 9, 929–936 (1988). https://doi.org/10.1007/BF02014599
Received:
Published:
Issue Date:
DOI: https://doi.org/10.1007/BF02014599