A four‐node solid shell element formulation with assumed strain
暂无分享,去创建一个
[1] S. Lee,et al. An eighteen‐node solid element for thin shell analysis , 1988 .
[2] Norman F. Knight,et al. Improved assumed‐stress hybrid shell element with drilling degrees of freedom for linear stress, buckling and free vibration analyses , 1995 .
[3] J. C. Simo,et al. A CLASS OF MIXED ASSUMED STRAIN METHODS AND THE METHOD OF INCOMPATIBLE MODES , 1990 .
[4] Chahngmin Cho,et al. An efficient assumed strain element model with six DOF per node for geometrically non‐linear shells , 1995 .
[5] Jr. N. Knight. The Raasch challenge for shell elements , 1996 .
[6] Peter M. Pinsky,et al. A mixed finite element formulation for Reissner–Mindlin plates based on the use of bubble functions , 1989 .
[7] Ferdinando Auricchio,et al. A triangular thick plate finite element with an exact thin limit , 1995 .
[8] L. Morley. Skew plates and structures , 1963 .
[9] Ekkehard Ramm,et al. EAS‐elements for two‐dimensional, three‐dimensional, plate and shell structures and their equivalence to HR‐elements , 1993 .
[10] K. Bathe,et al. A continuum mechanics based four‐node shell element for general non‐linear analysis , 1984 .
[11] E. Ramm,et al. Three‐dimensional extension of non‐linear shell formulation based on the enhanced assumed strain concept , 1994 .
[12] D. Talaslidis,et al. A Simple and Efficient Approximation of Shells via Finite Quadrilateral Elements , 1982 .
[13] O. C. Zienkiewicz,et al. A robust triangular plate bending element of the Reissner–Mindlin type , 1988 .
[14] Richard H. Macneal,et al. Derivation of element stiffness matrices by assumed strain distributions , 1982 .
[15] T. Hughes,et al. Finite Elements Based Upon Mindlin Plate Theory With Particular Reference to the Four-Node Bilinear Isoparametric Element , 1981 .
[16] J. C. Simo,et al. On a stress resultant geometrically exact shell model , 1990 .
[17] R. Cook,et al. Concepts and Applications of Finite Element Analysis , 1974 .
[18] R. L. Harder,et al. A proposed standard set of problems to test finite element accuracy , 1985 .
[19] E. Stein,et al. An assumed strain approach avoiding artificial thickness straining for a non‐linear 4‐node shell element , 1995 .
[20] M. Crisfield. A four-noded thin-plate bending element using shear constraints—a modified version of lyons' element , 1983 .
[21] H. C. Park,et al. A local coordinate system for assumed strain shell element formulation , 1995 .
[22] Atef F. Saleeb,et al. A quadrilateral shell element using a mixed formulation , 1987 .