Optimization of geometrically nonlinear buckling sensitive structures
暂无分享,去创建一个
[1] Lucien A. Schmit,et al. An integrated approach to the synthesis of geometrically non‐linear structures , 1988 .
[2] Peter Wriggers,et al. A quadratically convergent procedure for the calculation of stability points in finite element analysis , 1988 .
[3] N. S. Khot,et al. Minimum weight design of truss structures with geometric nonlinear behavior , 1985 .
[4] J. M. T. Thompson,et al. Optimization as a generator of structural instability , 1972 .
[5] Isaac Fried,et al. Orthogonal trajectory accession to the nonlinear equilibrium curve , 1984 .
[6] Peter Wriggers,et al. A general procedure for the direct computation of turning and bifurcation points , 1990 .
[7] J. Z. Zhu,et al. The finite element method , 1977 .
[8] J. S. Arora,et al. Design sensitivity analysis of non-linear buckling load , 1988 .
[9] Ekkehard Ramm,et al. Efficient modeling in shape optimal design , 1991 .
[10] Manohar P. Kamat,et al. OPTIMIZATION OF SPACE TRUSSES AGAINST INSTABILITY USING DESIGN SENSITIVITY DERIVATIVES , 1985 .
[11] E. Riks. An incremental approach to the solution of snapping and buckling problems , 1979 .
[12] Alastair Spence,et al. Non-simple Turning Points and Cusps , 1982 .
[13] M. Crisfield. A FAST INCREMENTAL/ITERATIVE SOLUTION PROCEDURE THAT HANDLES "SNAP-THROUGH" , 1981 .
[14] R. Seydel. Numerical computation of branch points in nonlinear equations , 1979 .
[15] Allan D. Jepson,et al. Folds in Solutions of Two Parameter Systems and Their Calculation. Part I , 1985 .