Optimal Design for Prestressed Structures Based on Continuous and Discrete Variables

Article Preview

Abstract:

The mathematical model of optimal design for prestressed structures is established and a two-level algorithm based on hybrid variables is proposed. At the first level, the prestressed forces are chosen to be the design variables and the optimal design for prestressed forces based on continuous variable is carried out. At the second level, the cross-sectional areas are chosen to be the design variables and the discrete sizing optimization is carried out under fixed prestressed forces, the local constrains are satisfied with one-dimensional search algorithm, the integral constrains are satisfied with the relative difference quotient algorithm, and the efficiency of the relative difference quotient algorithm is greatly improved by introducing the assumption of statically determinant structures. The numerical example shows the correctness and effectiveness of the method.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 243-249)

Pages:

1003-1007

Citation:

Online since:

May 2011

Authors:

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2011 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] D . Lawrence, P. Lewis: Prestressing in Structural Synthesis. AIAA Journal. 8(2): 363-364 (1970).

Google Scholar

[2] P. Lewis,W. D. Michael: On Optimized Prestressed Trusses. AIAA Journal. 15(7): 1037-1039 (1977).

Google Scholar

[3] V. A. Permyakov, A. M. Remennikov. Gerneral purpose for steel structures optimization design. Computers & Structures. 43(6): 1155-1164 (1992).

DOI: 10.1016/0045-7949(92)90015-r

Google Scholar

[4] R. Levy, A. Hanaor. Optimal Design Of Prestressed Trusses. Computers & Structures. 43(4): 741-744 (1992).

DOI: 10.1016/0045-7949(92)90517-4

Google Scholar

[5] H. Deng. Optimal design of prestresseded lattices structures. Chinese Journal of computational mechanics. 17(2): 207-213 (2000) (in Chinese).

Google Scholar

[6] J. Wu, Q. L. Zhang. Optimum Design for Cable Dome Structure on Nonlinear Analysis. International Symposium Shell and Spatial Structures from Models to Realization. 2004, 9.

Google Scholar

[7] R. John, V. C. Francisco, L. Hod. Automated discovery and optimization of large irregular tensegrity structures. Computers and Structures 87: 368–379 (2009).

DOI: 10.1016/j.compstruc.2008.11.010

Google Scholar

[8] H. C. Sun, S. Chai. Discrete optimal design of structures. Dalian, China (1995) (in Chinese).

Google Scholar