A higher-order hybrid-mixed harmonic shell-of-revolution element
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[1] Alexander Tessler,et al. Resolving membrane and shear locking phenomena in curved shear‐deformable axisymmetric shell elements , 1988 .
[2] R. Navaratna,et al. Application of matrix displacement method to linear elastic analysisof shells of revolution. , 1965 .
[3] A. Chan,et al. Thin shell finite element by the mixed method formulation — part 1 , 1976 .
[4] Atef F. Saleeb,et al. On the hybrid-mixed formulation of C 0 curved beam elements , 1987 .
[5] T. Belytschko,et al. Shear and membrane locking in curved C0 elements , 1983 .
[6] K. Washizu. Variational Methods in Elasticity and Plasticity , 1982 .
[7] O. C. Zienkiewicz,et al. A simple and efficient element for axisymmetric shells , 1977 .
[8] Y. Kim,et al. Modified Mixed Variational Principle and the State-Vector Equation for Elastic Bodies and Shells of Revolution , 1992 .
[9] Z. M. Elias. Mixed finite element method for axisymmetric shells , 1972 .
[10] Yoon Young Kim,et al. A SIMPLE AND EFFICIENT MIXED FINITE ELEMENT FOR AXISYMMETRIC SHELL ANALYSIS , 1996 .
[11] Yoon Young Kim,et al. A simple and efficient mixed harmonic element for shells of revolution , 1997 .
[12] P. E. Grafton,et al. Analysis of Axisymmetrical Shells by the Direct Stiffness Method , 1963 .
[13] T. Hughes,et al. On mixed finite element methods for axisymmetric shell analysis , 1989 .
[14] A. Tessler. An efficient, conforming axisymmetric shell element including transverse shear and rotary inertia , 1982 .