Structural topology optimization design based on strain energy

DU Hai-zhen; RONG Jian-hua; FU Jian-lin; YANG Zhen-xing

Volume 4 Issue 3

Turn off MathJax

Article Contents

Abstract

FullText

References

Article Navigation > Journal of Traffic and Transportation Engineering > 2004 > 4(3): 34-37

Next Previous

DU Hai-zhen, RONG Jian-hua, FU Jian-lin, YANG Zhen-xing. Structural topology optimization design based on strain energy[J]. Journal of Traffic and Transportation Engineering, 2004, 4(3): 34-37.

Citation:

DU Hai-zhen, RONG Jian-hua, FU Jian-lin, YANG Zhen-xing. Structural topology optimization design based on strain energy[J]. Journal of Traffic and Transportation Engineering, 2004, 4(3): 34-37.

DU Hai-zhen, RONG Jian-hua, FU Jian-lin, YANG Zhen-xing. Structural topology optimization design based on strain energy[J]. Journal of Traffic and Transportation Engineering, 2004, 4(3): 34-37.

Citation:

DU Hai-zhen, RONG Jian-hua, FU Jian-lin, YANG Zhen-xing. Structural topology optimization design based on strain energy[J]. Journal of Traffic and Transportation Engineering, 2004, 4(3): 34-37.

PDF( 386 KB)

Structural topology optimization design based on strain energy

School of Automobile and Mechanics Engineering, Changsha University of Technology, Changsha 410076, China

More Information

Author Bio:
DU Hai-zhen(1980-), female, graduate student, 86-731-5233623, duhaizhenss@sina
Received Date: 2003-12-09
Publish Date: 2004-09-25

Abstract

Abstract

The man-made material is added around optimal structural cavities and boundaries. Based on evolutionary structural optimization (ESO) method and element strain energy analysis, a structural topology optimization method was developed with strain energy analysis. The basic theory of topology optimization was given, and the formulae of ESO method with the function of removing and adding elements were derived. Simulation designs of bridge pier and bridge structure with isotropic material were completed by the proposed method. Simulation results show that the difference between the maximum and minimum strain energy remarkably becomes little, and the topology structures are similar to the ones in engineering, which indicates that the basic principle of the proposed method is feasible for structural topology optimization.
- bridge engineering,
- structural optimization,
- topology optimization,
- man-made material,
- design method

FullText(HTML)

References(6)

References

[1]	YUAN Zhen, WU Chang-chun, ZHUANG Shou-bing. Topology optimization of continuous structure using hybrid elements and artificial material model[J]. Journal of China University of Science and Technology, 2001, 31(6): 694—699. (in Chinese) doi: 10.3969/j.issn.0253-2778.2001.06.010
[2]	Xie Y M, Steven G P. Evolutionary Structural Optimization [M]. Berlin: Springer-Verlag, German, 1997.
[3]	Rong J H, Xie YM, Yang X Y. An improved method for evolutionary structural optimization against buckling[J]. Computers and Structures, 2001, 79(3): 253—263. doi: 10.1016/S0045-7949(00)00145-0
[4]	Xie Y M, Steven G P. A simple evolutionary procedure for structural optimization[J]. Computers and Structures, 1993, 49(5): 885—896. doi: 10.1016/0045-7949(93)90035-C
[5]	Liang Q Q, Xie YM, Steven G P. Performance-based optimization for struttie modeling of structural concrete[J]. Journal of Structural Engineering, 2002, 6(5): 815—823.
[6]	Chu D N, Xie Y M, Hirra A, et al. Evolutionary topology optimization for problem with stiffness constraints[J]. Finite Elements in Analysis and Design, 1996, 21(3): 239—251.