Optimal design for thin-walled box beam based on material strength reliability

Liu Gang

Journal of Wuhan University of Technology Materials Science Edition ›› 2003, Vol. 18 ›› Issue (1) : 69-71.

Journal of Wuhan University of Technology Materials Science Edition ›› 2003, Vol. 18 ›› Issue (1) : 69-71. DOI: 10.1007/BF02835093
Article

Optimal design for thin-walled box beam based on material strength reliability

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Abstract

According to the reliability of material strength, the optimal design for the cross sectional size of thin-walled box beam was studied. Firstly the cross sectional size as design random variable was determined, then its stochastic nature was researched, with which the objective function is to seek the maximum reliability of the beam under given constraint conditions. This way is not the same as the conventional optimal design for the minimum weight of the material. With establishing the optimal objective, the reliability of the material under conditions of static and fatigue was considered. The corresponding calculated expression are given. Normally the cross section sizes are fitted to the normal distribution, for the simplification of the design variable, the variation of the section size is assumed as a dependent variable proportional to the mean of the size. The way is different not only with the conventional optimal design but also with the common reliability design. The maximum reliability of material is obtained, meanwhile the are of the cross section is reduced, i. e., the weight of the material is decreased.

Keywords

material strength / reliability / thin-walled box beam / optimal design

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Liu Gang. Optimal design for thin-walled box beam based on material strength reliability. Journal of Wuhan University of Technology Materials Science Edition, 2003, 18(1): 69‒71 https://doi.org/10.1007/BF02835093

References

[1]
Melchers R E. Structureal Reliability Analysis and Prediction, 1987, Chichester England: Ellis Horwood Limited.
[2]
Thoft-Christensen Palle, Baker Michael J. Structural Reliability Theory and Its Applications, 1982, Berlin Heidelberg: Wuhan University of Technology.
[3]
Guiqing Li. Structural Reliability, 1989, Wuhan: Wuhan University of Technology Press. 1-26.
[4]
Hao Xu. Reliability Design of Mechanical Strength, 1984, Beijing: Machinery Industry Press. 123-146.
[5]
Cuoping Pan. Structural Loaded Stress Model and Strength Reliability Analysis for Bridge Crane, 1989, Shanghai: Shanghai Jiaotong University. 72-76.
[6]
Kwak Byung Man, Lee Tae Won. Sensitivity Analysis for Reliability-based Optimization Using and AFOSM Method. Comput. Struct., 1987, 27(3): 399-406.
CrossRef Google scholar
[7]
Pei-ling Liu, Der Armen Kiureghian. Optimization Algorithms for Structural Reliability. Struct. Saf., 1991, 9(3): 161-177.
CrossRef Google scholar
[8]
Edition Group for Mechanical Design Handbook Mechanical Design Handbook (Book 1, 1st half), standards and rules, 1987 2nd Edition Beijing: Chemistry Industry Press. 526-526.
[9]
Gang Liu. Research on Methodology of Reliability Analysis and Safety Evaluation for Geometrical Imperfect Structures, 2000, Wuhan: Wuhan Transportation University.

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