Multi-Objective Control Method in Structural Stress Interval Reliability Based on Epsilon Algorithm

A kind of structural stress reliability control method was presented. In this article, the interval extension of multi-objective control algorithm was applied to control the structural stress reliability. By the control of the structural interval parameters, this method has realized the goal of cont...

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Vydáno v:Applied Mechanics and Materials Ročník 483; číslo Mechanical Engineering, Materials and Energy III; s. 625 - 629
Hlavní autoři: Sun, Zuo Zhen, Ma, Kai, Meng, Guang Wei, Li, Feng
Médium: Journal Article
Jazyk:angličtina
Vydáno: Zurich Trans Tech Publications Ltd 01.12.2013
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ISBN:9783037859834, 3037859830
ISSN:1660-9336, 1662-7482, 1662-7482
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Shrnutí:A kind of structural stress reliability control method was presented. In this article, the interval extension of multi-objective control algorithm was applied to control the structural stress reliability. By the control of the structural interval parameters, this method has realized the goal of controlling the multiple static interval reliability indexes. To insure the accuracy of the structural reanalysis, the Epsilon algorithm was used in the process of the structural reanalysis when a wide range of modification happened in the interval parameters. This method can both get a satisfactory accuracy, and improve the speed of the reanalysis. The results of the example further proved that the proposed method can be effectively applied in the multi-objective control of the structural stress interval reliability.
Bibliografie:Selected, peer reviewed papers from the 2013 3rd International Conference on Mechanical Engineering, Materials and Energy (ICMEME 2013), November 9-10, 2013, Changsha, China
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ISBN:9783037859834
3037859830
ISSN:1660-9336
1662-7482
1662-7482
DOI:10.4028/www.scientific.net/AMM.483.625