Improving stability and accuracy of Reissner–Mindlin plate finite elements via algebraic subgrid scale stabilization
暂无分享,去创建一个
[1] R. Codina. On stabilized finite element methods for linear systems of convection-diffusion-reaction equations , 2000 .
[2] E. Ramm,et al. A unified approach for shear-locking-free triangular and rectangular shell finite elements , 2000 .
[3] Mikko Lyly,et al. On the connection between some linear triangular Reissner-Mindlin plate bending elements , 2000, Numerische Mathematik.
[4] T. Hughes. Multiscale phenomena: Green's functions, the Dirichlet-to-Neumann formulation, subgrid scale models, bubbles and the origins of stabilized methods , 1995 .
[5] Ferdinando Auricchio,et al. A triangular thick plate finite element with an exact thin limit , 1995 .
[6] Rolf Stenberg,et al. A stable bilinear element for the Reissner-Mindlin plate model , 1993 .
[7] K. Park,et al. A Curved C0 Shell Element Based on Assumed Natural-Coordinate Strains , 1986 .
[8] P. Bergan,et al. Finite elements with increased freedom in choosing shape functions , 1984 .
[9] E. Hinton,et al. A nine node Lagrangian Mindlin plate element with enhanced shear interpolation , 1984 .
[10] Thomas J. R. Hughes,et al. An improved treatment of transverse shear in the mindlin-type four-node quadrilateral element , 1983 .
[11] Richard H. Macneal,et al. Derivation of element stiffness matrices by assumed strain distributions , 1982 .
[12] T. Hughes,et al. Finite Elements Based Upon Mindlin Plate Theory With Particular Reference to the Four-Node Bilinear Isoparametric Element , 1981 .
[13] T. Belytschko,et al. A uniform strain hexahedron and quadrilateral with orthogonal hourglass control , 1981 .
[14] Richard H. Macneal,et al. A simple quadrilateral shell element , 1978 .
[15] Isaac Fried,et al. Triangular, nine-degrees-of-freedom, $C^0$ plate bending element of quadratic accuracy , 1973 .
[16] Manfred Bischoff,et al. Stabilized DSG plate and shell elements , 2001 .
[17] K. Bathe,et al. A continuum mechanics based four‐node shell element for general non‐linear analysis , 1984 .
[18] P. G. Bergan,et al. Quadrilateral plate bending elements with shear deformations , 1984 .