NUMERICAL-METHODS FOR OPTIMIZATION OF NONLINEAR SHELL STRUCTURES

被引:11
作者
RINGERTZ, UT
机构
[1] The Aeronautical Research Institute of Sweden, Bromma, S-161 11
来源
STRUCTURAL OPTIMIZATION | 1992年 / 4卷 / 3-4期
关键词
D O I
10.1007/BF01742744
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
A numerical method for the optimal design of nonlinear shell structures is presented. The nonlinearity is only geometrical and the external load is assumed to be conservative. The nonlinear shell is analysed using standard nonlinear shell finite elements with the displacements and the rotation of the shell normals as independent analysis variables. Shell thicknesses and cross-sectional dimensions of beam stiffeners are used as design variables. The nonlinear optimization problem is solved using a Newton barrier method. The usefulness of the proposed method is demonstrated on shallow stiffened shell structures exhibiting significant nonlinear response.
引用
收藏
页码:193 / 198
页数:6
相关论文
共 7 条
[1]  
Gill P.E., Murray W., Saunders M.A., Tomlin J., Wright M.H., On projected Newton barrier methods for linear programming and an equivalence to Karmarkar's projective method, Math. Prog., 36, pp. 183-209, (1986)
[2]  
Gill P.E., Murray W., Wright M.H., Practical optimization, (1981)
[3]  
Khot N.S., Kamat M.P., Minimum weight design of truss structures with geometric nonlinear behaviour, AIAA J., 23, pp. 139-144, (1985)
[4]  
Ringertz U.T., Optimization of structures with nonlinear response, Eng. Opt., 14, pp. 179-188, (1989)
[5]  
Smaoui H., Schmit L.A., An integrated approach to the synthesis of geometrically non-linear structures, IJNME, 26, pp. 555-570, (1988)
[6]  
Tvergaard V., Imperfection-sensitivity of a wide integrally stiffened panel under compression, Int. J. Solids Struct., 9, pp. 177-192, (1973)
[7]  
Wu C.C., Arora J.S., Design sensitivity of non-linear buckling load, Comp. Mech., 3, pp. 129-140, (1988)