1 |
Stricklin, J.A., Ho, W.S., Richardson, E.Q. and Haisler, W.E. (1977), "On isoparametric vs. linear strain triangular elements", Int. J. Numer. Meth. Eng., 11, 1041-1043
DOI
|
2 |
Prathap, G., Manju, S. and Senthilkumar, V. (2007), The unsymmetric finite element formulation and variational incorrectness. Struct. Eng. Mech., 26(1), 31-42
DOI
ScienceOn
|
3 |
Rajendran, S. and Subramanian, S. (2004), "Mesh distortion sensitivity of 8-node plane elasticity elements based on parametric, metric, parametric-metric, and metric-parametric formulations", Struct. Eng. Mech., 17(6), 767-788
DOI
ScienceOn
|
4 |
Rajendran, S. (2005), Personal communication
|
5 |
Prathap, G. (1993), The Finite Element Method in Structural Mechanics, Kluwer Academic Press, Dordrecht
|
6 |
Backlund, J. (1978), "On isoparametric elements", Int. J. Numer. Meth. Eng., 12, 731-732
DOI
|
7 |
Prathap, G. and Naganarayana, B.P. (1992), "Field-consistency rules for a three-noded shear flexible beam element under non-uniform isoparametric mapping", Int. J. Numer. Meth. Eng., 33, 649-664
DOI
|
8 |
Arnold, D.N., Boffi, D. and Falk, R.S. (2002), "Approximation of quadrilateral finite elements", Math. Comput., 71, 909-922
DOI
ScienceOn
|
9 |
Gifford, L.N. (1979), "More on distorted isoparametric elements", Int. J. Numer. Meth. Eng., 14, 290-291
DOI
|
10 |
Ooi, E.T., Rajendran, S. and Yeo, J.H. (2004), "A 20-node hexahedron element with enhanced distortion tolerance", Int. J. Numer. Meth. Eng., 60, 2501-2530
DOI
ScienceOn
|
11 |
Prathap, G., Senthilkumar, V. and Manju, S. (2006), Mesh distortion immunity of finite elements and the best-fit paradigm. Sadhana, 31, 505-514
DOI
|
12 |
Rajendran, S. and Liew, K.M. (2003), "A novel unsymmetric 8-node plane element immune to mesh distortion under a quadratic field", Int. J. Numer. Meth. Eng., 58, 1718-1748
|