Volume 47 Issue 8
Aug.  2021
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WU Jie, ZHANG Jianguo, YOU Lingfei, et al. Structural reliability calculation method based on improved weighted response surface[J]. Journal of Beijing University of Aeronautics and Astronautics, 2021, 47(8): 1638-1645. doi: 10.13700/j.bh.1001-5965.2020.0251(in Chinese)
Citation: WU Jie, ZHANG Jianguo, YOU Lingfei, et al. Structural reliability calculation method based on improved weighted response surface[J]. Journal of Beijing University of Aeronautics and Astronautics, 2021, 47(8): 1638-1645. doi: 10.13700/j.bh.1001-5965.2020.0251(in Chinese)

Structural reliability calculation method based on improved weighted response surface

doi: 10.13700/j.bh.1001-5965.2020.0251
Funds:

National Natural Science Foundation of China 51675026

More Information
  • Corresponding author: ZHANG Jianguo. E-mail: zjg@buaa.edu.cn
  • Received Date: 11 Jun 2020
  • Accepted Date: 07 Aug 2020
  • Publish Date: 20 Aug 2021
  • Response surface method is a widely used agent model analysis method for structural reliability analysis because of its good applicability and maneuverability. Aimed at the difficulties of the response surface method, such as balancing the efficiency and accuracy, a structural reliability calculation method based on improved weighted response surface is proposed. In the iterative process, three weighting factors, including the distance between the sample point and the design point, the absolute value of limit state function and the value of joint probability density function, are considered to weight the sample points. The quadratic polynomial response surface function without cross term is updated by weighted regression and reusing all known sample points. After the iterative convergence, the sample points with the larger weight among the existing sample points are selected to fit the quadratic polynomial response surface function with cross terms. Finally, with numerical examples and engineering cases, the feasibility of the proposed method is verified by comparing with traditional sampling methods and other response surface methods. The results show that the proposed method has higher efficiency and meanwhile guarantees accuracy.

     

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  • [1]
    徐铭阳, 刘林江. 可靠度理论及一次二阶矩法概述[J]. 山西建筑, 2016, 42(8): 67-68. doi: 10.3969/j.issn.1009-6825.2016.08.035

    XU M Y, LIU L J. Illustration on reliability theory and first-order second-moment method[J]. Shanxi Architecture, 2016, 42(8): 67-68(in Chinese). doi: 10.3969/j.issn.1009-6825.2016.08.035
    [2]
    BREITUNG K. Asymptotic approximations for multinormal integrals[J]. Journal of Engineering Mechanics, 1984, 110(3): 357-366. doi: 10.1061/(ASCE)0733-9399(1984)110:3(357)
    [3]
    张明. 结构可靠度分析——方法与程序[M]. 北京: 科学出版社, 2009: 68-77.

    ZHANG M. Structural reliability analysis: Methods and procedures[M]. Beijing: Science Press, 2009: 68-77(in Chinese).
    [4]
    吕震宙, 宋淑芳, 李洪双, 等. 结构机构可靠性及可靠性灵敏度分析[M]. 北京: 科学出版社, 2009: 98-104.

    LV Z Z, SONG S F, LI H S, et al. Reliability and reliability sensitivity analysis of structural mechanism[M]. Beijing: Science Press, 2009: 98-104(in Chinese).
    [5]
    ROBERT C P, CASELLA G. Monte Carlo statistical methods[M]. 2nd ed. Berlin: Springer, 2004: 79-122.
    [6]
    赵国藩. 工程结构可靠性理论与应用[M]. 大连: 大连理工大学出版社, 1996: 145-158.

    ZHAO G F. Reliability theory and its applications for engineering structures[M]. Dalian: Dalian University of Technology Press, 1996: 145-158(in Chinese).
    [7]
    BUCHER C G, BOURGUND U. A Fast and efficient response surface approach for structural reliability problems[J]. Structural Safety, 1990, 7(1): 57-66. doi: 10.1016/0167-4730(90)90012-E
    [8]
    RAJASHEKHAR M R, ELLINGWOOD B R. A new look at the response surface approach for reliability analysis[J]. Structural Safety, 1993, 12(3): 205-220. doi: 10.1016/0167-4730(93)90003-J
    [9]
    KAYMAZ I, MCMAHON C A. A response surface method based on weighted regression for structural reliability analysis[J]. Probabilistic Engineering Mechanics, 2005, 20(1): 11-17. doi: 10.1016/j.probengmech.2004.05.005
    [10]
    赵洁, 吕震宙. 隐式极限状态方程可靠性分析的加权响应面法[J]. 机械强度, 2006, 28(4): 512-516. doi: 10.3321/j.issn:1001-9669.2006.04.009

    ZHAO J, LV Z Z. Response surface method for reliability analysis of implicit limit state equation based on weighted regression[J]. Journal of Mechanical Strength, 2006, 28(4): 512-516(in Chinese). doi: 10.3321/j.issn:1001-9669.2006.04.009
    [11]
    NGUYEN X A, SELLIER A, DUPRAT F, et al. Adaptive response surface method based on a double weighted regression technique[J]. Probabilistic Engineering Mechanics, 2009, 24(2): 135-143. doi: 10.1016/j.probengmech.2008.04.001
    [12]
    李贵杰, 吕震宙, 赵新攀. 基于加权线性响应面的结构可靠性估计的鞍点逼近方法[J]. 机械强度, 2010, 32(6): 917-921. https://www.cnki.com.cn/Article/CJFDTOTAL-JXQD201006009.htm

    LI G J, LV Z Z, ZHAO X P. Saddlepoint approximation of structural reliability on weighted linear response surface method[J]. Journal of Mechanical Strength, 2010, 32(6): 917-921(in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-JXQD201006009.htm
    [13]
    钟宏林, 吴剑国, 王恒军. 可靠性分析的双加权响应面法[J]. 浙江工业大学学报, 2010, 38(2): 218-221. doi: 10.3969/j.issn.1006-4303.2010.02.021

    ZHONG H L, WU J G, WANG H J. Reliability analysis of response surface method based on a double weighted regression technique[J]. Journal of Zhejiang University of Technology, 2010, 38(2): 218-221(in Chinese). doi: 10.3969/j.issn.1006-4303.2010.02.021
    [14]
    李广博. Fourier正交基神经网络加权响应面法的结构可靠性分析[D]. 长春: 吉林大学, 2014: 37-41.

    LI G B. Structural reliability analysis based on Fourier orthogonal neural network weighted response surface method[D]. Changchun: Jilin University, 2014: 37-41(in Chinese).
    [15]
    张吉宁, 郭书祥, 唐承, 等. 基于向量投影取样的改进加权响应面法[J]. 科学通报, 2017, 62(17): 1854-1860. https://www.cnki.com.cn/Article/CJFDTOTAL-KXTB201717009.htm

    ZHANG J N, GUO S X, TANG C, et al. An improved weighted response surface method based on vector projection sampling[J]. Chinese Science Bulletin, 2017, 62(17): 1854-1860(in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-KXTB201717009.htm
    [16]
    张学刚. 一种改进响应面法结构可靠度计算方法[J]. 机械强度, 2018, 40(6): 1382-1388. https://www.cnki.com.cn/Article/CJFDTOTAL-JXQD201806044.htm

    ZHANG X G. Structural reliability analysis based on an improvement of the response surface method[J]. Journal of Mechanical Strength, 2018, 40(6): 1382-1388(in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-JXQD201806044.htm
    [17]
    贾长安. 基于随机变量相关和失效模式相关的结构可靠性算法研究[D]. 西安: 西安电子科技大学, 2018: 34-41.

    JIA C A. The study on structural reliability algorithm based on random variable correlation and failure mode correlation[D]. Xi'an: Xidian University, 2018: 34-41(in Chinese).
    [18]
    侯振兴. 基于响应面法的结构可靠度计算方法研究[D]. 秦皇岛: 燕山大学, 2019: 20-23.

    HOU Z X. Research on structural reliability calculation method based on response surface method[D]. Qinhuangdao: Yanshan University, 2019: 20-23(in Chinese).
    [19]
    LU C, FENG Y W, FEI C W. Weighted regression-based extremum response surface method for structural dynamic fuzzy reliability analysis[J]. Energies, 2019, 12(9): 1-16. http://www.researchgate.net/publication/332685745_Weighted_Regression-Based_Extremum_Response_Surface_Method_for_Structural_Dynamic_Fuzzy_Reliability_Analysis
    [20]
    洪林雄, 李华聪, 彭凯, 等. 基于高效搜索方法的可靠性分析改进响应面法[J]. 北京航空航天大学学报, 2020, 46(1): 95-102. doi: 10.13700/j.bh.1001-5965.2019.0169

    HONG L X, LI H C, PENG K, et al. Improved response surface method of reliability analysis based on efficient search method[J]. Journal of Beijing University of Aeronautics and Astronautics, 2020, 46(1): 95-102(in Chinese). doi: 10.13700/j.bh.1001-5965.2019.0169
    [21]
    冯欢欢, 蒋向华. 样本重复使用失效响应曲线分析结构可靠度方法[J]. 航空动力学报, 2013, 28(10): 2228-2234. https://www.cnki.com.cn/Article/CJFDTOTAL-HKDI201310011.htm

    FENG H H, JIANG X H. Sample points reused failure response curve method for structural reliability analysis[J]. Journal of Aerospace Power, 2013, 28(10): 2228-2234(in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-HKDI201310011.htm
    [22]
    赵洁. 机械可靠性分析的响应面法研究[D]. 西安: 西北工业大学, 2006: 23-27.

    ZHAO J. Research on response surface method of mechanical reliability analysis[D]. Xi'an: Northwestern Polytechnical University, 2006: 23-27(in Chinese).
    [23]
    CHOI S K, CANFIELD R A, GRANDHI R. Reliability-based structural design[M]. Berlin: Springer, 2007: 138-141.
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