Structural optimization design based on non-probabilistic convex modeling reliability
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摘要: 考虑到结构系统参数的不确定性,基于提出的非概率凸模型可靠性指标的新定义,研究了在非概率凸模型可靠性约束下,结构优化设计的数学模型和求解方法.该方法通过超椭球域界定不确定参量,将结构基本不确定变量安全域的超体积与其可行域的超椭球总体积之比作为结构非概率可靠性的度量.并赋值可靠度作为约束条件,利用乘子法和阻尼牛顿法对结构的优化问题进行迭代求解,算法稳定,迭代速度快.数值算例验证了所提出方法的正确性.Abstract: Taking into account the uncertainty of structural system parameters and based on the proposed new definition of the non-probabilistic reliability index based on convex models, a new mathematical model and solution method of structural optimization design was proposed under the non-probabilistic reliability constraint. The super-ellipsoidal convex sets were taken to describe the uncertain parameters. The ratio between the volume of safe region and the total volume of the super-ellipsoidal set for the basic uncertain variables was defined as the measurement of structural non-probabilistic reliability. By taking the reliability index as constraint condition, the structural optimization problem was iteratively solved through the multiplier method and the damping Newton-s method, which was a stable, efficient algorithm. Numerical examples verify the correctness of the proposed method.
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Key words:
- structural optimization /
- non-probabilistic reliability /
- convex models /
- uncertainty
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[1] 王光远.论不确定性结构力学的发展[J].力学进展,2002,32(2):205-211 Wang Guangyuan.On the development of uncertain structural mechanics[J].Advances in Mechanics,2002,32(2):205-211 (in Chinese) [2] Elishakoff I.Essay on uncertainties in elastic and vis-coelastic structures:from A M Freudenthal-s criticisms to modern convex modeling[J].Computers and Structures,1995,56(6):871-895 [3] Ben-Haim Y,Elishakoff I.Convex models of uncertainty in applied mechanics[M].Amsterdam:Elsevier Science Publisher,1990 [4] Ben-Haim Y.Robust reliability of structures[J].Advances in Applied Mechanics,1997,33:1-41 [5] Elishakoff I.Discussion on:a non-probabilistic concept of reliability[J].Structural Safety,1995,17(3):195-199 [6] Ganzerli S,Pantelides C P.Optimum structural design via convex model superposition[J].Computer Methods in Applied Mechanics and Engineering,2000,74(6):639-647 [7] 亢战,罗阳军.桁架结构非概率可靠性拓扑优化.计算力学学报,2008,25(5):589-594 Kang Zhan,Luo Yangjun.Topology optimization of truss structures for non-probabilistic relisbility [J].Chinese Journal of Computational Mechanics,2008,25(5):589-594(in Chinese) [8] 曹鸿钧,段宝岩.基于非概率可靠性的结构优化设计研究[J].应用力学学报,2005,22(3):381-385 Cao Hongjun,Duan Baoyan.Approach to optimization of uncertain structures based on non-probabilistic reliability[J].Chinese Journal of Applied Mechanics,2005,22(3):381-385 (in Chinese) [9] 郭书祥,吕震宙.基于非概率模型的结构可靠性优化设计[J].计算力学学报,2002,19(2):198-201 Guo Shuxiang,Lü Zhenzhou.Optimization of uncertain structures based on non-probabilistic reliability[J].Chinese Journal of Computational Mechanics,2002,19(2):198-201 (in Chinese) [10] 程远胜,曾广武.结构非概率可靠性优化[J].华中科技大学学报,2002,30(3):30-32 Cheng Yuansheng,Zeng Guangwu.Non-probabilistic reliability optimization of structures[J].J Huazhong Univ of Sci & Tech,2002,30(3):30-32(in Chinese) [11] Qiu Z P,Elishakoff I.Anti-optimization technique a generalization of interval analysis for nonprobabilistic treatment of uncertainty[J].Chaos,Solition & Fractals,2001,12(9):1747-1759 [12] 王晓军,杨海峰,邱志平,等.基于非概率集合可靠性的结构优化设计[J].计算力学学报,2011,28(6):827-832 Wang Xiaojun,Yang Haifeng,Qiu Zhiping,et al.Structural optimization design based on nonprobabistlic set-theoretic reliability[J].Chinese Journal of Computational Mechanics,2011,28(6):827-832(in Chinese) [13] Wang X J,Wang L,Elishakoff I ,et al.Probability and convexity concepts are not antagonistic[J].Acta Mechanica,2011,219(1/2):45-64 [14] 乔心州,仇原鹰,孔宪光.一种基于椭球凸集的结构非概率可靠性模型[J].工程力学,2009,26(11):203-208 Qiao Xinzhou,Qiu Yuanying,Kong Xianguang.A non-probabilistic model of structural reliability based on ellipsoidal convex model[J].Engineering Mechanics,2009,26(11):203-208(in Chinese) [15] Wang X J,Qiu Z P,Elishakoff I.Non-probabilistic set-model for structural safety measure[J].Acta Mechanica,2008,198:51-64
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