An Assessment of Hybrid-Mixed Four-Node Shell Elements
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[1] F. Brezzi,et al. A discourse on the stability conditions for mixed finite element formulations , 1990 .
[2] J. C. Simo,et al. A CLASS OF MIXED ASSUMED STRAIN METHODS AND THE METHOD OF INCOMPATIBLE MODES , 1990 .
[3] Ted Belytschko,et al. A study of stabilization and projection in the 4‐node Mindlin plate element , 1989 .
[4] Edward L. Wilson,et al. Incompatible Displacement Models , 1973 .
[5] K. Bathe,et al. A four‐node plate bending element based on Mindlin/Reissner plate theory and a mixed interpolation , 1985 .
[6] E. Wilson,et al. A non-conforming element for stress analysis , 1976 .
[7] Atef F. Saleeb,et al. A quadrilateral shell element using a mixed formulation , 1987 .
[8] K. Bathe,et al. A continuum mechanics based four‐node shell element for general non‐linear analysis , 1984 .
[9] T. Pian,et al. Rational approach for assumed stress finite elements , 1984 .
[10] T. Hughes,et al. Finite Elements Based Upon Mindlin Plate Theory With Particular Reference to the Four-Node Bilinear Isoparametric Element , 1981 .
[11] E. Hinton,et al. A nine node Lagrangian Mindlin plate element with enhanced shear interpolation , 1984 .
[12] Richard H. Macneal,et al. Derivation of element stiffness matrices by assumed strain distributions , 1982 .
[13] J. C. Simo,et al. On the Variational Foundations of Assumed Strain Methods , 1986 .