Abstract
While design optimization under uncertainty has been widely studied in the last decades, time-variant reliability-based design optimization (t-RBDO) is still an ongoing research field. The sequential and mono-level approaches show a high numerical efficiency. However, this might be to the detriment of accuracy especially in case of nonlinear performance functions and non-unique time-variant most probable failure point (MPP). A better accuracy can be obtained with the coupled approach, but this is in general computationally prohibitive. This work proposes a new t-RBDO method that overcomes the aforementioned limitations. The main idea consists in performing the time-variant reliability analysis on global kriging models that approximate the time-dependent limit state functions. These surrogates are built in an artificial augmented reliability space and an efficient adaptive enrichment strategy is developed that allows calibrating the models simultaneously. The kriging models are consequently only refined in regions that may potentially be visited by the optimizer. It is also proposed to use the same surrogates to find the deterministic design point with no extra computational cost. Using this point to launch the t-RBDO guarantees a fast convergence of the optimization algorithm. The proposed method is demonstrated on problems involving nonlinear limit state functions and non-stationary stochastic processes.
Similar content being viewed by others
References
Agarwal H (2004) Reliability based design optimization: formulations and methodologies, Ph.D. thesis, University of Notre Dame, Indiana
Andrieu-Renaud C, Sudret B, Lemaire M (2004) The PHI2 method: a way to compute time-variant reliability. Reliab Eng Syst Saf 84(1):75–86
Aoues Y (2008) Optimisation fiabiliste de la conception et de la maintenance des structures, Ph.D. thesis, Université Blaise Pascal - Clermont-Ferrand II
Aoues Y, Chateauneuf A (2010) Benchmark study of numerical methods for reliability-based design optimization. Struct Multidisc Optim 41(2):277–294
Aoues Y, Chateauneuf A, Lemosse D, El-Hami A (2013) Optimal design under uncertainty of reinforced concrete structures using system reliability approach. Int J Uncertain Quantif 3(6):487–498
Du X, Chen W (2004) Sequential optimization and reliability assessment method for efficient probabilistic design. J Mech Des:225–233
Dubourg V (2011) Adaptive surrogate models for reliability analysis and reliability-based design optimization, Ph.D. thesis, Université Blaise Pascal - Clermont II
Dubourg V, Sudret B, Bourinet JM (2011) Reliability-based design optimization using kriging surrogates and subset simulation. Struct Multidiscip Optim 44(5):673–690
Echard B, Gayton N, Lemaire M (2011) AK-MCS: An active learning reliability method combining Kriging and Monte Carlo Simulation. Struct Saf 33(2):145–154
Hawchar L, El Soueidy CP, Schoefs F (2017) Principal component analysis and polynomial chaos expansion for time-variant reliability problems. Reliab Eng Syst Saf 167:406–416
Hu Z, Du X (2013) Time-dependent reliability analysis with joint upcrossing rates. Struct Multidiscip Optim 48(5):893–907
Hu Z, Du X (2015) Mixed Efficient Global Optimization for Time-Dependent Reliability Analysis. J Mech Des 137(5):051401
Hu Z, Du X (2016) Reliability-based design optimization under stationary stochastic process loads. Eng Optim 48(8):1296–1312
Hu Z, Mahadevan S (2016a) A single-loop kriging surrogate modeling for time-dependent reliability analysis. J Mech Des 138(6):061406
Hu Z, Mahadevan S (2016b) Resilience assessment based on time-dependent system reliability analysis. ASME J Mech Des 138(11):111404
Huang SP, Quek ST, Phoon KK (2001) Convergence study of the truncated Karhunen–Loeve expansion for simulation of stochastic processes. Int J Numer Meth Engng 52(9):1029–1043
Jensen HA, Kusanovic DS, Valdebenito MA, Schuëller GI (2012) Reliability-based design optimization of uncertain stochastic systems: gradient-based scheme. J Eng Mech 138(1):60–70
Jiang C, Huang XP, Han X, Zhang DQ (2014) A time-variant reliability analysis method based on stochastic process discretization. J Mech Des 136(9):091009
Jones D, Schonlau M, Welch W (1998) Efficient global optimization of expensive black-box functions. J Glob Optim 13(4):455–492
Kuschel N, Rackwitz R (2000) Optimal design under time-variant reliability constraints. Struct Saf 22(2):113–127
Lee TH, Jung JJ (2008) A sampling technique enhancing accuracy and efficiency of metamodel-based RBDO: Constraint boundary sampling. Comput Struct 86(13):1463–1476
Li CC, Der Kiureghian A (1993) Optimal Discretization of Random Fields. J Eng Mech 119(6):1136–1154
Li J, Mourelatos Z, Singh A (2012) Optimal preventive maintenance schedule based on lifecycle cost and time-dependent reliability. SAE Int J Mater Manuf 5(1):87–95
Marrel A, Iooss B, Van Dorpe F, Volkova E (2008) An efficient methodology for modeling complex computer codes with Gaussian processes. Comput Stat Data Anal 52(10):4731–4744
Meng Z, Zhou H, Li G, Yang D (2016) A decoupled approach for non-probabilistic reliability-based design optimization. Comput Struct 175:65–73
Phoon KK, Huang SP, Quek S (2005) Simulation of strongly non-Gaussian processes using Karhunen-Loeve expansion. Prob Eng Mech 20(2):188–198
Polak E (1997) Optimization: algorithms and consistent approximations, Springer
Rathod V, Yadav OP, Rathore A, Jain R (2012) Reliability-based design optimization considering probabilistic degradation behavior. Qual Reliab Eng Int 28(8):911–923
Rice SO (1944) Mathematical Analysis of Random Noise. Bell Syst Tech J 23(3):282–332
Singh A, Mourelatos Z, Li J (2010) Design for lifecycle cost using time-dependent reliability. J Mech Des 132(9):091008
Sudret B, Der Kiureghian A (2000) Stochastic finite element methods and reliability: a state-of-the-art report. University of California, Berkley
Taflanidis AA, Beck JL (2009) Stochastic subset optimization for reliability optimization and sensitivity analysis in system design. Comput Struct 87(5):318–331
Wang Z, Chen W (2017) Confidence-based adaptive extreme response surface for time-variant reliability analysis under random excitation. Struct Saf 64:76–86
Wang Z, Wang P (2012) A nested extreme response surface approach for time-dependent reliability-based design optimization. J Mech Des 134(12):121007
Wang Z, Wang P (2013) A new approach for reliability analysis with time-variant performance characteristics. Reliab Eng Syst Saf 115:70–81
Wu YT (1994) Computational methods for efficient structural reliability and reliability sensitivity analysis. AIAA J 32(8):1717–1723
Zhang D, Han X, Jiang C, Liu J, Li Q (2017) Time-dependent reliability analysis through response Surface method. J Mech Des 139(4):041404
Author information
Authors and Affiliations
Corresponding author
Additional information
Responsible Editor: Erdem Acar
Appendix: Kriging technique
Appendix: Kriging technique
The kriging technique consists in approximating a function G(x) that depends on a vector of input variables x = {x1, x2, …, xm} as a sum of a regression model and a Gaussian stochastic process. This can be expressed as follows:
where f(x) = {f1(x), f2(x), …, fp(x)}t is a vector of regression functions, β is a vector of unknown coefficients and f(x)tβ is the mean value of the Gaussian process, also known as the trend. \( {\upsigma}_{\mathrm{Z}}^2 \) is the Gaussian process variance and Z(x) is a stationary Gaussian process with zero mean and unit variance. Z(x) is completely described by its user-defined autocorrelation function R(x(i), x(j), θ) where θ = {θ1, θ2, …, θd} represents the vector of unknown correlation parameters to be determined.
Given an experimental design {x(i), G(x(i))}, i = 1, …, n, β and \( {\upsigma}_{\mathrm{Z}}^2 \) can be approximated as follows (Jones et al., 1998):
and
where F is a matrix of size n × p and of general term Fij = fj(x(i)). And G = {G(x(1)), G(x(2)), …, G(x(n))}t is the response vector.
Note that β and \( {\upsigma}_{\mathrm{Z}}^2 \) both depend on the correlation parameters θi. The optimal values of θ can be determined by maximum likelihood estimation (Marrel et al., 2008):
Once the kriging parameters are determined, they can be used to predict the model response at a new trial point x∗ as a Gaussian random variable of mean \( {\mu}_{\widehat{G}}\left({\mathbf{x}}^{\ast}\right) \) and variance \( {\sigma}_{\widehat{G}}^2\left({\mathbf{x}}^{\ast}\right) \) (Jones et al., 1998) defined as follows:
and
where r(x∗) is the correlation vector between x∗ and the inputs of the experimental design: ri(x∗) = R(x(i), x∗, θopt).
Rights and permissions
About this article
Cite this article
Hawchar, L., El Soueidy, CP. & Schoefs, F. Global kriging surrogate modeling for general time-variant reliability-based design optimization problems. Struct Multidisc Optim 58, 955–968 (2018). https://doi.org/10.1007/s00158-018-1938-y
Received:
Revised:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s00158-018-1938-y