Stability analysis of cylindrical shells using refined non-conforming rectangular cylindrical shell elements
暂无分享,去创建一个
[1] J. K. Chen,et al. A corrective smoothed particle method for boundary value problems in heat conduction , 1999 .
[2] Chen Wanji,et al. Refined nine‐parameter triangular thin plate bending element by using refined direct stiffness method , 1995 .
[3] John Argyris,et al. A simple triangular facet shell element with applications to linear and non-linear equilibrium and elastic stability problems , 1977 .
[4] Chen Wanji,et al. Refined non-conforming triangular elements for analysis of shell structures , 1999 .
[5] Xu Yin,et al. Generalized conforming plate bending elements using point and line compatibility conditions , 1995 .
[6] A. B. Sabir,et al. A NEW CYLINDRICAL SHELL FINITE ELEMENT BASED ON SIMPLE INDEPENDENT STRAIN FUNCTIONS , 1972 .
[7] Chen Wanji. Variational principles and refined non‐conforming element methods for geometrically non‐linear analysis , 1997 .
[8] A. B. Sabir,et al. The applications of finite elements to large deflection geometrically nonlinear behaviour of cylindrical shells , 1972 .
[9] R. S. Chen. Evaluation of natural vibration frequency and buckling loading of bending bar by searching zeros of a target function , 1997 .
[10] Jean-Louis Batoz,et al. Evaluation of a new quadrilateral thin plate bending element , 1982 .
[11] G. Simitses,et al. Elastic stability of circular cylindrical shells , 1984 .
[12] Klaus-Jürgen Bathe,et al. A study of three‐node triangular plate bending elements , 1980 .
[13] K. Sze,et al. An efficient hybrid quadrilateral Kirchhoff plate bending element , 1991 .
[14] S. Timoshenko,et al. THEORY OF PLATES AND SHELLS , 1959 .