Co-rotational and Lagrangian formulations for elastic three-dimensional beam finite elements
暂无分享,去创建一个
[1] F. W. Williams,et al. AN APPROACH TO THE NON-LINEAR BEHAVIOUR OF THE MEMBERS OF A RIGID JOINTED PLANE FRAMEWORK WITH FINITE DEFLECTIONS , 1964 .
[2] Alan Jennings,et al. Frame Analysis including Change of Geometry , 1968 .
[3] C. Oran. Tangent Stiffness in Plane Frames , 1973 .
[4] B. J. Hsieh,et al. Non-Linear Transient Finite Element Analysis with Convected Co--ordinates , 1973 .
[5] Sundaramoorthy Rajasekaran,et al. Incremental Finite Element Matrices , 1973 .
[6] K. Bathe,et al. Large displacement analysis of three‐dimensional beam structures , 1979 .
[7] D. W. Scharpf,et al. On the geometrical stiffness of a beam in space—a consistent V.W. approach , 1979 .
[8] Morris Ojalvo,et al. Wagner Hypothesis in Beam and Column Theory , 1981 .
[9] M. Crisfield. A FAST INCREMENTAL/ITERATIVE SOLUTION PROCEDURE THAT HANDLES "SNAP-THROUGH" , 1981 .
[10] Nicholas S. Trahair. Discussion of Wagner Hypothesis in Beam and Column Theory by Morris Ojalvo , 1982 .
[11] J. L. Meek,et al. Geometrically nonlinear analysis of space frames by an incremental iterative technique , 1984 .
[12] K. Mattiasson,et al. On the Accuracy and Efficiency of Numerical Algorithms for Geometrically Nonlinear Structural Analysis , 1986 .
[13] J. C. Simo,et al. A three-dimensional finite-strain rod model. Part II: Computational aspects , 1986 .
[14] John F. Abel,et al. Convected systems for curved structural elements , 1987 .
[15] Alexander Chajes,et al. Nonlinear Frame Analysis by Finite Element Methods , 1987 .
[16] John F. Abel,et al. Equilibrium considerations of the updated Lagrangian formulation of beam‐columns with natural concepts , 1987 .
[17] Siu-Lai Chan. Geometric and material non‐linear analysis of beam‐columns and frames using the minimum residual displacement method , 1988 .
[18] M. Géradin,et al. A beam finite element non‐linear theory with finite rotations , 1988 .
[19] M. J. Clarke,et al. A study of incremental-iterative strategies for non-linear analyses , 1990 .
[20] M. Crisfield. A consistent co-rotational formulation for non-linear, three-dimensional, beam-elements , 1990 .
[21] J. C. Simo,et al. On a stress resultant geometrically exact shell model. Part III: computational aspects of the nonlinear theory , 1990 .
[22] Z. Bažant,et al. Stability Of Structures , 1991 .
[23] C. Rankin,et al. Finite rotation analysis and consistent linearization using projectors , 1991 .
[24] George E. Blandford,et al. Closure of "Thin-Walled Space Frames. I: Large-Deformation Analysis Theory" , 1991 .
[25] Aura Conci,et al. Large displacement analysis of thin-walled beams with generic open section , 1992 .
[26] Atef F. Saleeb,et al. Effective modelling of spatial buckling of beam assemblages, accounting for warping constraints and rotation-dependency of moments , 1992 .
[27] Nicholas S. Trahair,et al. Flexural-Torsional Buckling of Structures , 1993 .
[28] Zhi Hua Zhou,et al. Pointwise Equilibrating Polynomial Element for Nonlinear Analysis of Frames , 1994 .
[29] Yeong-Bin Yang,et al. Non-linear stiffnesses in analysis of planar frames , 1994 .
[30] M. J. Clarke,et al. Co-Rotational and Lagrangian Formulations for Elastic Spatial Beam elements , 1996 .
[31] M. J. Clarke,et al. New Definition of Conservative Internal Moments in Space Frames , 1999 .