CLC number:
On-line Access: 2024-12-06
Received: 2023-07-02
Revision Accepted: 2024-01-23
Crosschecked: 2024-12-06
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Yifan LI, Yongyong XIANG, Luojie SHI, Baisong PAN. Efficient reliability analysis via a nonlinear autoregressive multi-fidelity surrogate model and active learning[J]. Journal of Zhejiang University Science A, 2024, 25(11): 922-937.
@article{title="Efficient reliability analysis via a nonlinear autoregressive multi-fidelity surrogate model and active learning",
author="Yifan LI, Yongyong XIANG, Luojie SHI, Baisong PAN",
journal="Journal of Zhejiang University Science A",
volume="25",
number="11",
pages="922-937",
year="2024",
publisher="Zhejiang University Press & Springer",
doi="10.1631/jzus.A2300340"
}
%0 Journal Article
%T Efficient reliability analysis via a nonlinear autoregressive multi-fidelity surrogate model and active learning
%A Yifan LI
%A Yongyong XIANG
%A Luojie SHI
%A Baisong PAN
%J Journal of Zhejiang University SCIENCE A
%V 25
%N 11
%P 922-937
%@ 1673-565X
%D 2024
%I Zhejiang University Press & Springer
%DOI 10.1631/jzus.A2300340
TY - JOUR
T1 - Efficient reliability analysis via a nonlinear autoregressive multi-fidelity surrogate model and active learning
A1 - Yifan LI
A1 - Yongyong XIANG
A1 - Luojie SHI
A1 - Baisong PAN
J0 - Journal of Zhejiang University Science A
VL - 25
IS - 11
SP - 922
EP - 937
%@ 1673-565X
Y1 - 2024
PB - Zhejiang University Press & Springer
ER -
DOI - 10.1631/jzus.A2300340
Abstract: For complex engineering problems, multi-fidelity modeling has been used to achieve efficient reliability analysis by leveraging multiple information sources. However, most methods require nested training samples to capture the correlation between different fidelity data, which may lead to a significant increase in low-fidelity samples. In addition, it is difficult to build accurate surrogate models because current methods do not fully consider the nonlinearity between different fidelity samples. To address these problems, a novel multi-fidelity modeling method with active learning is proposed in this paper. Firstly, a nonlinear autoregressive multi-fidelity Kriging (NAMK) model is used to build a surrogate model. To avoid introducing redundant samples in the process of NAMK model updating, a collective learning function is then developed by a combination of a U-learning function, the correlation between different fidelity samples, and the sampling cost. Furthermore, a residual model is constructed to automatically generate low-fidelity samples when high-fidelity samples are selected. The efficiency and accuracy of the proposed method are demonstrated using three numerical examples and an engineering case.
[1]AldosaryM, WangJS, LiCF, 2018. Structural reliability and stochastic finite element methods: state-of-the-art review and evidence-based comparison. Engineering Computations, 35(6):2165-2214.
[2]BichonBJ, EldredMS, SwilerLP, et al., 2008. Efficient global reliability analysis for nonlinear implicit performance functions. AIAA Journal, 46(10):2459-2468.
[3]ChaudhuriA, MarquesAN, WillcoxK, 2021. mfEGRA: multifidelity efficient global reliability analysis through active learning for failure boundary location. Structural and Multidisciplinary Optimization, 64(2):797-811.
[4]ChenJ, GaoY, LiuYM, 2022. Multi-fidelity data aggregation using convolutional neural networks. Computer Methods in Applied Mechanics and Engineering, 391:114490.
[5]ChengJ, LiQS, 2008. Reliability analysis of structures using artificial neural network based genetic algorithms. Computer Methods in Applied Mechanics and Engineering, 197(45-48):3742-3750.
[6]CutajarK, PullinM, DamianouA, et al., 2019. Deep Gaussian processes for multi-fidelity modeling. arXiv:1903.07320.
[7]EchardB, GaytonN, LemaireM, 2011. AK-MCS: an active learning reliability method combining Kriging and Monte Carlo simulation. Structural Safety, 33(2):145-154.
[8]EchardB, GaytonN, LemaireM, et al., 2013. A combined importance sampling and Kriging reliability method for small failure probabilities with time-demanding numerical models. Reliability Engineering & System Safety, 111:232-240.
[9]FengJW, LiuL, WuD, et al., 2019. Dynamic reliability analysis using the extended support vector regression (X-SVR). Mechanical Systems and Signal Processing, 126:368-391.
[10]ForresterAIJ, SóbesterA, KeaneAJ, 2007. Multi-fidelity optimization via surrogate modelling. Proceedings of the Royal Society A: Mathematical, Physical and Engineering Sciences, 463(2088):3251-3269.
[11]ForresterAIJ, SóbesterA, KeaneAJ, 2008. Engineering Design via Surrogate Modelling: a Practical Guide. John Wiley & Sons, Hoboken, USA.
[12]GavinHP, YauSC, 2008. High-order limit state functions in the response surface method for structural reliability analysis. Structural Safety, 30(2):162-179.
[13]GoswamiS, GhoshS, ChakrabortyS, 2016. Reliability analysis of structures by iterative improved response surface method. Structural Safety, 60:56-66.
[14]GuoMW, ManzoniA, AmendtM, et al., 2022. Multi-fidelity regression using artificial neural networks: efficient approximation of parameter-dependent output quantities. Computer Methods in Applied Mechanics and Engineering, 389:114378.
[15]HeWX, ZengY, LiG, 2020. An adaptive polynomial chaos expansion for high-dimensional reliability analysis. Structural and Multidisciplinary Optimization, 62(4):2051-2067.
[16]HohenbichlerM, RackwitzR, 1982. First-order concepts in system reliability. Structural Safety, 1(3):177-188.
[17]HongHP, 1996. Point-estimate moment-based reliability analy
[18]sis. Civil Engineering Systems, 13(4):281-294.
[19]HongLX, LiHC, FuJF, 2022. A novel surrogate-model based active learning method for structural reliability analysis. Computer Methods in Applied Mechanics and Engineering, 394:114835.
[20]HuC, YounBD, 2011. Adaptive-sparse polynomial chaos expansion for reliability analysis and design of complex engineering systems. Structural and Multidisciplinary Optimization, 43(3):419-442.
[21]JiYX, XiaoNC, ZhanHY, 2022. High dimensional reliability analysis based on combinations of adaptive Kriging and dimension reduction technique. Quality and Reliability Engineering International, 38(5):2566-2585.
[22]JonesDR, SchonlauM, WelchWJ, 1998. Efficient global optimization of expensive black-box functions. Journal of Global optimization, 13(4):455-492.
[23]KaymazI, 2005. Application of Kriging method to structural reliability problems. Structural Safety, 27(2):133-151.
[24]KennedyMC, O’HaganA, 2000. Predicting the output from a complex computer code when fast approximations are available. Biometrika, 87(1):1-13.
[25]KiureghianAD, StefanoMD, 1991. Efficient algorithm for second-order reliability analysis. Journal of Engineering Mechanics, 117(12):2904-2923.
[26]KrigeDG, 1951. A statistical approach to some basic mine valuation problems on the Witwatersrand. Journal of the Southern African Institute of Mining and Metallurgy, 52(6):119-139.
[27]Le GratietL, GarnierJ, 2014. Recursive co-Kriging model for design of computer experiments with multiple levels of fidelity. International Journal for Uncertainty Quantification, 4(5):365-386.
[28]LelièvreN, BeaurepaireP, MattrandC, et al., 2018. AK-MCSi: a Kriging-based method to deal with small failure probabilities and time-consuming models. Structural Safety, 73:1-11.
[29]LiHS, CaoZJ, 2016. Matlab codes of subset simulation for reliability analysis and structural optimization. Structural and Multidisciplinary Optimization, 54(2):391-410.
[30]LiMY, WangZQ, 2019. Surrogate model uncertainty quantification for reliability-based design optimization. Reliability Engineering & System Safety, 192:106432.
[31]LiX, GongCL, GuLX, et al., 2018. A sequential surrogate method for reliability analysis based on radial basis function. Structural Safety, 73:42-53.
[32]LiuJ, YiJX, ZhouQ, et al., 2022. A sequential multi-fidelity surrogate model-assisted contour prediction method for engineering problems with expensive simulations. Engineering with Computers, 38(1):31-49.
[33]LophavenSN, NielsenHB, SøndergaardJ, 2002. DACE–a Matlab Kriging Toolbox, Version 2.0. Technical Report No. IMM-TR-2002-12, Technical University of Denmark, Kongens Lyngby, Denmark.
[34]MarquesAN, LamRR, WillcoxKE, 2018. Contour location via entropy reduction leveraging multiple information sources. Proceedings of the 32nd International Conference on Neural Information Processing Systems, p.5223-5233.
[35]MelchersRE, 1990. Radial importance sampling for structural reliability. Journal of Engineering Mechanics, 116(1):189-203.
[36]MengXH, KarniadakisGE, 2020. A composite neural network that learns from multi-fidelity data: application to function approximation and inverse PDE problems. Journal of Computational Physics, 401:109020.
[37]PapaioannouI, PapadimitriouC, StraubD, 2016. Sequential importance sampling for structural reliability analysis. Structural Safety, 62:66-75.
[38]PerdikarisP, RaissiM, DamianouA, et al., 2017. Nonlinear information fusion algorithms for data-efficient multi-fidelity modelling. Proceedings of the Royal Society A: Mathematical, Physical and Engineering Sciences, 473(2198):20160751.
[39]RajashekharMR, EllingwoodBR, 1993. A new look at the response surface approach for reliability analysis. Structural Safety, 12(3):205-220.
[40]ReisenthelPH, AllenTT, 2014. Application of multifidelity expected improvement algorithms to aeroelastic design optimization. The 10th AIAA Multidisciplinary Design Optimization Conference, article 1490.
[41]RenC, AouesY, LemosseD, et al., 2022. Ensemble of surrogates combining Kriging and artificial neural networks for reliability analysis with local goodness measurement. Structural Safety, 96:102186.
[42]RoyA, MannaR, ChakrabortyS, 2019. Support vector regression based metamodeling for structural reliability analysis. Probabilistic Engineering Mechanics, 55:78-89.
[43]SchuëllerGI, PradlwarterHJ, 2007. Benchmark study on reliability estimation in higher dimensions of structural systems–an overview. Structural Safety, 29(3):167-182.
[44]SongSF, LuZZ, QiaoHW, 2009. Subset simulation for structural reliability sensitivity analysis. Reliability Engineering & System Safety, 94(2):658-665.
[45]SuGS, PengLF, HuLH, 2017. A Gaussian process-based dynamic surrogate model for complex engineering structural reliability analysis. Structural Safety, 68:97-109.
[46]WangJS, LiCF, XuGJ, et al., 2021. Efficient structural reliability analysis based on adaptive Bayesian support vector regression. Computer Methods in Applied Mechanics and Engineering, 387:114172.
[47]WangZY, ShafieezadehA, 2019a. ESC: an efficient error-based stopping criterion for Kriging-based reliability analysis methods. Structural and Multidisciplinary Optimization, 59(5):1621-1637.
[48]WangZY, ShafieezadehA, 2019b. REAK: reliability analysis through error rate-based adaptive Kriging. Reliability Engineering & System Safety, 182:33-45.
[49]WuHQ, KuangSJ, HouHB, 2019. Research on application of electric vehicle collision based on reliability optimization design method. International Journal of Computational Methods, 16(7):1950034.
[50]YiJX, WuFL, ZhouQ, et al., 2021. An active-learning method based on multi-fidelity Kriging model for structural reliability analysis. Structural and Multidisciplinary Optimization, 63(1):173-195.
[51]YounBD, ChoiKK, YangRJ, et al., 2004. Reliability-based design optimization for crashworthiness of vehicle side impact. Structural and Multidisciplinary Optimization, 26(3-4):272-283.
[52]ZhangXF, PandeyMD, 2013. Structural reliability analysis based on the concepts of entropy, fractional moment and dimensional reduction method. Structural Safety, 43:28-40.
[53]ZhangXF, WangL, SørensenJD, 2020. AKOIS: an adaptive Kriging oriented importance sampling method for structural system reliability analysis. Structural Safety, 82:101876.
[54]ZhaoH, GaoZH, XuF, et al., 2019. Review of robust aerodynamic design optimization for air vehicles. Archives of Computational Methods in Engineering, 26(3):685-732.
[55]ZhouT, PengYB, 2020a. Kernel principal component analysis-based Gaussian process regression modelling for high-dimensional reliability analysis. Computers & Structures, 241:106358.
[56]ZhouT, PengYB, 2020b. Structural reliability analysis via dimension reduction, adaptive sampling, and Monte Carlo simulation. Structural and Multidisciplinary Optimization, 62(5):2629-2651.
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