LÜ Zhen-zhou, ZHAO Jie, YUE Zhu-feng. Advanced Response Surface Method for Mechanical Reliability Analysis[J]. Applied Mathematics and Mechanics, 2007, 28(1): 17-24.
Citation: LÜ Zhen-zhou, ZHAO Jie, YUE Zhu-feng. Advanced Response Surface Method for Mechanical Reliability Analysis[J]. Applied Mathematics and Mechanics, 2007, 28(1): 17-24.

Advanced Response Surface Method for Mechanical Reliability Analysis

  • Received Date: 2005-11-15
  • Rev Recd Date: 2006-10-30
  • Publish Date: 2007-01-15
  • Based on the classical response surface method (RSM), a novel RSM using improved experimental points (EPs) is presented for reliability analysis. Two novel points are included in the presented method. One is the use of linear interpolation, from which the total EPs for determining the RS are selected to be closer to the actual failure surface. The other is the application of sequential linear interpolation to control the distance between the surrounding EPs and the center EP, by which the presented method can ensure that the RS fits the actual failure surface in the region of maximum likelihood as the center EPs converging to the actual most probable point (MPP). Since the fitting precision of the RS to the actual failure surface in the vicinity of the MPP, which has significant contribution to the probability of the failure surface being exceeded, is increased by the presented method, the precision of the failure probability calculated by RS is increased as well. Numerical examples illustrate the accuracy and efficiency of the presented method.
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  • [1]
    Nowak A S,Collins K R.Reliability of Structures[M].Boston:McGraw-Hill,2000.
    [2]
    Ibrahim Y. Observations on applications of importance sampling in structural reliability analysis[J].Structural Safety,1991,9(4):269-281. doi: 10.1016/0167-4730(91)90049-F
    [3]
    Olsson A,Sandberg G,Dahlblom O.On latin hypercube sampling for structural reliability analysis[J].Structural Safety,2003,25(1):47-68. doi: 10.1016/S0167-4730(02)00039-5
    [4]
    Melchers R E.Radial importance sampling for structural reliability[J].J Engng Mech,ASCE,1990,116(1):189-203. doi: 10.1061/(ASCE)0733-9399(1990)116:1(189)
    [5]
    Moarefzadeh M R, Melchers R E. Directional importance sampling for ill-proportioned spaces[J].Structural Safety,1999,21(1):1-22. doi: 10.1016/S0167-4730(98)00023-X
    [6]
    Carlier J, Li Y, Lutton J L. Reliability evaluation of large telecommunication networks[J].Discrete Applied Mathematics,1997,76(1/3):61-80. doi: 10.1016/S0166-218X(96)00117-5
    [7]
    Melchers R E, Ahammed M, Middleton C. FORM for discontinuous and truncated probability density functions[J].Structural Safety,2003,25(3):305-313. doi: 10.1016/S0167-4730(03)00002-X
    [8]
    Fiessler B,Neumann H J,Rackwitz R.Quadratic limit states in structural reliability[J].J Engng Mech ASCE,1979,105(4):661-676.
    [9]
    Bucher C G. 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
    [10]
    Faravelli. Response surface approach for reliability analysis[J].J Engng Mech ASCE,1989,115(12):2763-2781. doi: 10.1061/(ASCE)0733-9399(1989)115:12(2763)
    [11]
    Liu Y W, Moses F.A sequential response surface method and its application in the reliability analysis of aircraft structural system[J].Structural Safety,1994,16(1):39-46. doi: 10.1016/0167-4730(94)00023-J
    [12]
    Rajashekhar M R,Ellingwood B R. A new look at the response safe approach for reliability analysis[J].Structural Safety,1993,12(3):205-220. doi: 10.1016/0167-4730(93)90003-J
    [13]
    Bayer V, Schueller G I. Discussion on: A new look at the response surface approach for reliability[J].Structural Safety,1994,16(3):227-234. doi: 10.1016/0167-4730(94)00033-M
    [14]
    Kim S -H, Na S -W. Response surface method using vector projected sampling points[J].Structural Safety,1997,19(1):3-19. doi: 10.1016/S0167-4730(96)00037-9
    [15]
    Bohm F, Bruckner-Foit A. On criterion for accepting a response surface model[J].Probabilistic Engineering Mechanics,1992,7(3):183-190. doi: 10.1016/0266-8920(92)90022-A
    [16]
    Das P K, Zheng Y.Cumulative formation of response surface and its use in reliability analysis[J].Probabilistic Engineering Mechanics,2000,15(4):309-315. doi: 10.1016/S0266-8920(99)00030-2
    [17]
    Maymon G. Probability of failure of structural without a closed form failure function[J].Compu Struct,1993,49(2):301-313. doi: 10.1016/0045-7949(93)90110-Y
    [18]
    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
    [19]
    Guan X L, Melchers R E. Effect of response surface parameter variation on structural reliability estimates[J].Structural Safety,2001,23(4):429-444. doi: 10.1016/S0167-4730(02)00013-9
    [20]
    Gupta S, Manohar C S. An improved response surface method for the determination of failure probability and importance measures[J].Structural Safety,2004,26(2):123-139. doi: 10.1016/S0167-4730(03)00021-3
    [21]
    Guan X L, Melchers R E. Multitangent-plane surface method for reliability calculation[J].J Eng Mech,1997,123(10):996-1002. doi: 10.1061/(ASCE)0733-9399(1997)123:10(996)
    [22]
    Mahadevan S, Shi P.Multiple linearization method for nonlinear reliability analysis[J].J Eng Mech ASCE,2000,127(11):1165-1173.
    [23]
    杨成永,张弥,白小亮.用于结构可靠性分析的多响应面法[J].北方交通大学学报,2001,25(1):1-4.
    [24]
    Deng J, Gu D S, Li X B,et al.Structural reliability analysis for implicit performance function using artificial neural neural network[J].Structural Safety,2005,27(1):25-48. doi: 10.1016/j.strusafe.2004.03.004
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