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A general fidelity transformation framework for reliability-based design optimization with arbitrary precision

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Abstract

Reliability-based design optimization (RBDO) offers a powerful tool to handle optimization problems with inherently unavoidable uncertainty factors. However, solving the engineering systems with high fidelity remains a great challenge. In this study, a novel fidelity transformation framework is proposed to address this issue, where an arbitrary high-fidelity RBDO method can be converted into an arbitrary low-fidelity RBDO method without sacrificing the accuracy. The fidelity transformation factor plays the central role. Furthermore, two fidelity transformation strategies are developed to solve the RBDO problem efficiently and accurately. In addition, the well-known performance measure approach and sequential optimization and reliability assessment method are employed as the low-fidelity RBDO methods. In this way, six new methods are developed based on three high-fidelity RBDO methods and two low-fidelity RBDO methods. One highly mathematical example, two numerical examples, and a stiffened panel with cutouts are used to demonstrate the generality, fidelity, and superiority of the proposed methods.

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Acknowledgements

The authors are also grateful to Prof. Krister Svanberg for providing the matlab MMA code.

Funding

The supports of the National Natural Science Foundation of China (Grant No. 11972143), the Fundamental Research Funds for the Central Universities of China (Grant Nos. JZ2020HGPA0112, JZ2020HGTA0080), State Key Laboratory of Reliability and Intelligence of Electrical Equipment (Grant No. EERI_KF2020002), and the Natural Science Foundation of Anhui Province (Grant No. 2008085QA21) are much appreciated.

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Correspondence to Zeng Meng.

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Replication of results

The algorithm provided in this article is part of the software we are developing. As the software cannot be published due to confidential issue of the funded project, detail explanation about how the algorithm is implemented in Sect. 3. Readers are welcome to contact the authors for details and further explanations.

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Responsible Editor: Xiaoping Du

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Appendix

Appendix

For the Kriging model, the stochastic field \({\mathcal{G}}({\mathbf{x}})\) contains two parts: deterministic function \({\mathbf{F}}({\mathbf{x}},{\varvec{\beta}})\) and stationary Gaussian process \(z({\mathbf{x}}),\) which can be expressed as follows:

$${\mathcal{G}}({\mathbf{x}}) = {\mathbf{F}}({\mathbf{x}},{\varvec{\beta}}) + z({\mathbf{x}}),$$
(37)

where the term \({\mathbf{F}}({\mathbf{x}},{\varvec{\beta}})\) is always selected as the regression model.

$${\mathbf{F}}({\mathbf{x}},{\varvec{\beta}}) = {\mathbf{f}}({\mathbf{x}})^{{\text{T}}} {\varvec{\beta}},$$
(38)

where \({\mathbf{f}}({\mathbf{x}})^{{\text{T}}} {{ = \{ }}f_{1} ({\mathbf{x}}),f_{2} ({\mathbf{x}}),...,f_{k} {(}{\mathbf{x}}{{)\} }}\) is the basis function vector and \({\varvec{\beta}}{{ = \{ }}\beta_{1} {,}\beta_{2} {,}...{,}\beta_{k} {{\} }}\) is the regression coefficient vector. The mean of \(z({\mathbf{x}})\) is zero, and the covariance function between two arbitrary points \({\mathbf{x^{\prime}}}\) and \({\mathbf{x^{\prime\prime}}}\) is formulated as follows:

$$Cov(z({\mathbf{x^{\prime}}}),z({\mathbf{x^{\prime\prime}}})) = \sigma_{z}^{2} R_{\theta } ({\mathbf{x^{\prime}}},{\mathbf{x^{\prime\prime}}}),$$
(39)

where \(\sigma_{z}\) is the standard deviation and \(R_{\theta } ( \cdot )\) is the correlation function that is computed using the vector \({{\varvec{\uptheta}}}.\) For the Kriging model, the squared-exponential function is always selected to represent the correlation.

$$R_{\theta } ({\mathbf{x^{\prime}}},{\mathbf{x^{\prime\prime}}}) = \prod\limits_{i = 1}^{p} {\exp [ - \theta_{i} (x^{\prime}_{i} - x^{\prime\prime}_{i} )^{2} ]},$$
(40)

where \(x^{\prime}_{i}\) and \(x^{\prime\prime}_{i}\) are the jth coordinate values of the points \({\mathbf{x^{\prime}}}\) and \({\mathbf{x^{\prime\prime}}},\) Assuming that we have a DOE \([{\mathbf{x}}^{(1)} ,{\mathbf{x}}^{(2)},\ldots,{\mathbf{x}}^{(p)} ]\) with \({\mathbf{x}}^{(i)} \in {\mathbf{R}}_{\theta }^{p},\;\hat{\beta },\) and \(\hat{\sigma }_{z}^{2}\) can be computed as follows:

$$\begin{gathered} \hat{\beta } = \frac{{{\mathbf{1}}^{{\text{T}}} {\mathbf{R}}_{\theta }^{ - 1} {\mathbf{Y}}}}{{{\mathbf{1}}^{{\text{T}}} {\mathbf{R}}_{\theta }^{ - 1} {\mathbf{1}}}} \hfill \\ \hat{\sigma }_{z}^{2} = \frac{{({\mathbf{Y}} - \beta {\mathbf{1}})^{{\text{T}}} {\mathbf{R}}_{\theta }^{ - 1} ({\mathbf{Y}} - \beta {\mathbf{1}})}}{p} \hfill \\ \end{gathered},$$
(41)

where \({\mathbf{Y}}\) is the p-dimensional vector, 1 is the p-dimensional vector of 1. \({\mathbf{R}}_{\theta }\) is the p × p correlation matrix, in which the parameter \({{\varvec{\uptheta}}}\) is evaluated by the maximum likelihood estimation (Echard et al. 2011).

$${{\varvec{\uptheta}}} = \arg \mathop {\min }\limits_{\theta } (det{\mathbf{R}}_{\theta } )^{\frac{1}{p}} \hat{\sigma }_{z}^{2}.$$
(42)

Based on the existing DOE, the Kriging model can predict the response \(g({\mathbf{x}})\) for the arbitrarily unknown point x, and the unbiased predictor of \(g({\mathbf{x}})\) can be expressed as follows:

$$\hat{g}({\mathbf{x}}) = \hat{\beta } + {\mathbf{r}}({\mathbf{x}})^{{\text{T}}} {\mathbf{R}}_{\theta }^{ - 1} ({\mathbf{Y}} - \beta {\mathbf{1}}),$$
(43)

where \({\mathbf{r}}({\mathbf{x}}) = R_{\theta } ({\mathbf{x}},{\mathbf{x}}^{(i)} ),\)\((i = 1,2, \ldots ,p)\) denotes the correlation function. The variance \(\sigma_{{\hat{g}}}^{2}\) between the actual response \(g({\mathbf{x}})\) and Kriging response \(\hat{g}({\mathbf{x}})\) can be estimated using the following formulation.

$${\sigma_{\hat{g}}^{2}} = {\sigma_{z}^{2}} \left( {1 - {\mathbf{r}}({\mathbf{x}})^{{\text{T}}} {\mathbf{R}}_{\theta}^{ - 1} {\mathbf{r}}({\mathbf{x}}) + \frac{{(1 - {\mathbf{1}}^{{\text{T}}} {\mathbf{R}}_{\theta}^{- 1} {\mathbf{r}}({\mathbf{x}}))^{2} }}{{{\mathbf{1}}^{{\text{T}}} {\mathbf{R}}_{\theta } {\mathbf{1}}}}} \right).$$
(44)

Therefore, the predicted response at \({\mathbf{x}}\) follows the normal distribution \(\hat{g}({\mathbf{x}}) \sim N(\hat{g}({\mathbf{x}}),\sigma_{\hat{g}}^{2} ).\) In general, the active learning strategy is commonly implemented based on \(\hat{g}({\mathbf{x}})\) and \({\sigma}_{\hat{g}}.\)

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Meng, Z., Guo, L. & Wang, X. A general fidelity transformation framework for reliability-based design optimization with arbitrary precision. Struct Multidisc Optim 65, 14 (2022). https://doi.org/10.1007/s00158-021-03091-y

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