Response surface method for optimum design of composite stiffened shells

被引:0
|
作者
Rikards, R [1 ]
Auzins, J [1 ]
机构
[1] Riga Tech Univ, Inst Mat & Struct, LV-1658 Riga, Latvia
关键词
response surface method; composites; stiffened shells; optimum design;
D O I
暂无
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
The paper is focused on application of response surface method (RSM) in design of composite shells. The response surface method consists of two stages. In the first stage, an experimental design is selected in order to perform a deterministic computer simulation (finite element solution) in the sample points. The experimental design considered is based on a combination of the Latin hypercube approach and the D-optimal design. In the second stage, the approximation of the original functions is performed in order to obtain response surfaces. The original functions represent behavioral constraints (buckling, stiffness, collapse load, etc.) in the optimum design problem of the structure. Values of the original function in the points of experimental design are obtained by the finite element method. A global approximation by second order polynomial functions is employed. An example of minimum weight design of composite stiffened panel under buckling and post-buckling constraints is discussed. The design variables are the thickness of layers in the skin and in blade type stiffeners and the stiffener geometric parameters. A design example has shown that the response surface method is a computationally effective and powerful tool for the optimization of lightweight composite structures.
引用
下载
收藏
页码:2355 / 2358
页数:4
相关论文
共 50 条
  • [1] Response surface method in optimum design of stiffened composite shells
    Rikards, R.
    Auzins, J.
    Kalnins, K.
    METAL STRUCTURES: DESIGN, FABRICATION, ECONOMY, 2003, : 229 - 236
  • [2] Surrogate models for optimum design of stiffened composite shells
    Rikards, R
    Abramovich, H
    Auzins, J
    Korjakins, A
    Ozolinsh, O
    Kalnins, K
    Green, T
    COMPOSITE STRUCTURES, 2004, 63 (02) : 243 - 251
  • [3] OPTIMUM DESIGN FOR BUCKLING OF PLAIN AND STIFFENED COMPOSITE AXISYMMETRICAL SHELL PANELS SHELLS
    TRIPATHY, B
    RAO, KP
    COMPOSITE STRUCTURES, 1993, 25 (1-4) : 459 - 467
  • [4] Optimum design of composite plates using response surface method
    Abu-Odeh, AY
    Jones, HL
    COMPOSITE STRUCTURES, 1998, 43 (03) : 233 - 242
  • [5] Optimum design of hierarchical stiffened shells for low imperfection sensitivity
    Bo Wang
    Peng Hao
    Gang Li
    Jia-Xin Zhang
    Kai-Fan Du
    Kuo Tian
    Xiao-Jun Wang
    Xiao-Han Tang
    Acta Mechanica Sinica, 2014, (03) : 391 - 402
  • [6] OPTIMUM DESIGN OF STIFFENED CONICAL SHELLS WITH NATURAL FREQUENCY CONSTRAINTS
    RAO, SS
    REDDY, ES
    COMPUTERS & STRUCTURES, 1981, 14 (1-2) : 103 - 110
  • [7] Optimum design of hierarchical stiffened shells for low imperfection sensitivity
    Wang, Bo
    Hao, Peng
    Li, Gang
    Zhang, Jia-Xin
    Du, Kai-Fan
    Tian, Kuo
    Wang, Xiao-Jun
    Tang, Xiao-Han
    ACTA MECHANICA SINICA, 2014, 30 (03) : 391 - 402
  • [8] Optimum design of hierarchical stiffened shells for low imperfection sensitivity
    Bo Wang
    Peng Hao
    Gang Li
    Jia-Xin Zhang
    Kai-Fan Du
    Kuo Tian
    Xiao-Jun Wang
    Xiao-Han Tang
    Acta Mechanica Sinica, 2014, 30 : 391 - 402
  • [9] Response of composite stiffened shells under stochastic excitation
    Indian Inst of Technology, Bombay, India
    J Reinf Plast Compos, 16 (1492-1522):
  • [10] POSTBUCKLING RESPONSE OF STIFFENED COMPOSITE CYLINDRICAL-SHELLS
    SRIDHARAN, S
    ZEGGANE, M
    STARNES, JH
    AIAA JOURNAL, 1992, 30 (12) : 2897 - 2905