A consistent co‐rotational formulation for shells using the constant stress/constant moment triangle
暂无分享,去创建一个
[1] M. Turner. Stiffness and Deflection Analysis of Complex Structures , 1956 .
[2] R. H. Mallett,et al. Finite Element Analysis of Nonlinear Structures , 1968 .
[3] L. R. Herrmann,et al. A finite-element analysis for thin shells. , 1968 .
[4] D. Krajcinovic,et al. Stability of straight bars subjected to repeated impulsive compression. , 1968 .
[5] Gerald Wempner,et al. Finite elements, finite rotations and small strains of flexible shells , 1969 .
[6] L S D Morley,et al. The constant-moment plate-bending element , 1971 .
[7] D J Dawe,et al. Shell analysis using a simple facet element , 1972 .
[8] B. J. Hsieh,et al. Non-Linear Transient Finite Element Analysis with Convected Co--ordinates , 1973 .
[9] Aslam Kassimali,et al. Large deformations of framed structures under static and dynamic loads , 1976 .
[10] T. Belytschko,et al. Large displacement, transient analysis of space frames , 1977 .
[11] P. G. Bergan,et al. Nonlinear analysis of free-form shells by flat finite elements , 1978 .
[12] Chen Kuo-Kuang,et al. A triangular plate finite element for large-displacement elastic-plastic analysis of automobile structural components , 1979 .
[13] D. W. Scharpf,et al. Finite element method — the natural approach , 1979 .
[14] C. Chon,et al. On the tangent stiffness matrix in a convected coordinate system , 1980 .
[15] M. Crisfield. A FAST INCREMENTAL/ITERATIVE SOLUTION PROCEDURE THAT HANDLES "SNAP-THROUGH" , 1981 .
[16] J. Argyris. An excursion into large rotations , 1982 .
[17] Large Deflection of a Fluid-Filled Spherical Shell Under a Point Load , 1982 .
[18] A shape function routine for the constant moment triangular plate bending element , 1984 .
[19] C. Rankin,et al. An element independent corotational procedure for the treatment of large rotations , 1986 .
[20] Hsiao Kuo-Mo,et al. Nonlinear analysis of general shell structures by flat triangular shell element , 1987 .
[21] Hsiao Kuo-Mo,et al. A corotational procedure that handles large rotations of spatial beam structures , 1987 .
[22] C. Rankin,et al. THE USE OF PROJECTORS TO IMPROVE FINITE ELEMENT PERFORMANCE , 1988 .
[23] J. C. Simo,et al. On a stress resultant geometrically exact shell model. Part III: computational aspects of the nonlinear theory , 1990 .
[24] M. A. Crisfield,et al. Co-Rotational Beam Elements for Two- and Three-Dimensional Non-Linear Analysis , 1990 .
[25] C. Rankin,et al. Finite rotation analysis and consistent linearization using projectors , 1991 .