1,184 research outputs found
Metamodel-based importance sampling for structural reliability analysis
Structural reliability methods aim at computing the probability of failure of
systems with respect to some prescribed performance functions. In modern
engineering such functions usually resort to running an expensive-to-evaluate
computational model (e.g. a finite element model). In this respect simulation
methods, which may require runs cannot be used directly. Surrogate
models such as quadratic response surfaces, polynomial chaos expansions or
kriging (which are built from a limited number of runs of the original model)
are then introduced as a substitute of the original model to cope with the
computational cost. In practice it is almost impossible to quantify the error
made by this substitution though. In this paper we propose to use a kriging
surrogate of the performance function as a means to build a quasi-optimal
importance sampling density. The probability of failure is eventually obtained
as the product of an augmented probability computed by substituting the
meta-model for the original performance function and a correction term which
ensures that there is no bias in the estimation even if the meta-model is not
fully accurate. The approach is applied to analytical and finite element
reliability problems and proves efficient up to 100 random variables.Comment: 20 pages, 7 figures, 2 tables. Preprint submitted to Probabilistic
Engineering Mechanic
Quantile-based optimization under uncertainties using adaptive Kriging surrogate models
Uncertainties are inherent to real-world systems. Taking them into account is
crucial in industrial design problems and this might be achieved through
reliability-based design optimization (RBDO) techniques. In this paper, we
propose a quantile-based approach to solve RBDO problems. We first transform
the safety constraints usually formulated as admissible probabilities of
failure into constraints on quantiles of the performance criteria. In this
formulation, the quantile level controls the degree of conservatism of the
design. Starting with the premise that industrial applications often involve
high-fidelity and time-consuming computational models, the proposed approach
makes use of Kriging surrogate models (a.k.a. Gaussian process modeling).
Thanks to the Kriging variance (a measure of the local accuracy of the
surrogate), we derive a procedure with two stages of enrichment of the design
of computer experiments (DoE) used to construct the surrogate model. The first
stage globally reduces the Kriging epistemic uncertainty and adds points in the
vicinity of the limit-state surfaces describing the system performance to be
attained. The second stage locally checks, and if necessary, improves the
accuracy of the quantiles estimated along the optimization iterations.
Applications to three analytical examples and to the optimal design of a car
body subsystem (minimal mass under mechanical safety constraints) show the
accuracy and the remarkable efficiency brought by the proposed procedure
Metamodel-based importance sampling for the simulation of rare events
In the field of structural reliability, the Monte-Carlo estimator is
considered as the reference probability estimator. However, it is still
untractable for real engineering cases since it requires a high number of runs
of the model. In order to reduce the number of computer experiments, many other
approaches known as reliability methods have been proposed. A certain approach
consists in replacing the original experiment by a surrogate which is much
faster to evaluate. Nevertheless, it is often difficult (or even impossible) to
quantify the error made by this substitution. In this paper an alternative
approach is developed. It takes advantage of the kriging meta-modeling and
importance sampling techniques. The proposed alternative estimator is finally
applied to a finite element based structural reliability analysis.Comment: 8 pages, 3 figures, 1 table. Preprint submitted to ICASP11
Mini-symposia entitled "Meta-models/surrogate models for uncertainty
propagation, sensitivity and reliability analysis
Reliability-based design optimization using kriging surrogates and subset simulation
The aim of the present paper is to develop a strategy for solving
reliability-based design optimization (RBDO) problems that remains applicable
when the performance models are expensive to evaluate. Starting with the
premise that simulation-based approaches are not affordable for such problems,
and that the most-probable-failure-point-based approaches do not permit to
quantify the error on the estimation of the failure probability, an approach
based on both metamodels and advanced simulation techniques is explored. The
kriging metamodeling technique is chosen in order to surrogate the performance
functions because it allows one to genuinely quantify the surrogate error. The
surrogate error onto the limit-state surfaces is propagated to the failure
probabilities estimates in order to provide an empirical error measure. This
error is then sequentially reduced by means of a population-based adaptive
refinement technique until the kriging surrogates are accurate enough for
reliability analysis. This original refinement strategy makes it possible to
add several observations in the design of experiments at the same time.
Reliability and reliability sensitivity analyses are performed by means of the
subset simulation technique for the sake of numerical efficiency. The adaptive
surrogate-based strategy for reliability estimation is finally involved into a
classical gradient-based optimization algorithm in order to solve the RBDO
problem. The kriging surrogates are built in a so-called augmented reliability
space thus making them reusable from one nested RBDO iteration to the other.
The strategy is compared to other approaches available in the literature on
three academic examples in the field of structural mechanics.Comment: 20 pages, 6 figures, 5 tables. Preprint submitted to Springer-Verla
Surrogate-assisted reliability-based design optimization: a survey and a new general framework
International audienc
Distribution-free stochastic simulation methodology for model updating under hybrid uncertainties
In the real world, a significant challenge faced in the safe operation and maintenance of infrastructures is the lack of available information or data. This results in a large degree of uncertainty and the requirement for robust and efficient uncertainty quantification (UQ) tools in order to derive the most realistic estimates of the behavior of structures. While the probabilistic approach has long been utilized as an essential tool for the quantitative mathematical representation of uncertainty, a common criticism is that the approach often involves insubstantiated subjective assumptions because of the scarcity or imprecision of available information. To avoid the inclusion of subjectivity, the concepts of imprecise probabilities have been developed, and the distributional probability-box (p-box) has gained the most attention among various types of imprecise probability models since it can straightforwardly provide a clear separation between aleatory and epistemic uncertainty.
This thesis concerns the realistic consideration and numerically efficient calibraiton and propagation of aleatory and epistemic uncertainties (hybrid uncertainties) based on the distributional p-box. The recent developments including the Bhattacharyya distance-based approximate Bayesian computation (ABC) and non-intrusive imprecise stochastic simulation (NISS) methods have strengthened the subjective assumption-free approach for uncertainty calibration and propagation. However, these methods based on the distributional p-box stand on the availability of the prior knowledge determining a specific distribution family for the p-box. The target of this thesis is hence to develop a distribution-free approach for the calibraiton and propagation of hybrid uncertainties, strengthening the subjective assumption-free UQ approach.
To achieve the above target, this thesis presents five main developments to improve the Bhattacharyya distance-based ABC and NISS frameworks. The first development is on improving the scope of application and efficiency of the Bhattacharyya distance-based ABC. The dimension reduction procedure is proposed to evaluate the Bhattacharyya distance when the system under investigation is described by time-domain sequences. Moreover, the efficient Bayesian inference method within the Bayesian updating with structural reliability methods (BUS) framework is developed by combining BUS with the adaptive Kriging-based reliability method, namely AK-MCMC. The second development of the distribution-free stochastic model updating framework is based on the combined application of the staircase density functions and the Bhattacharyya distance. The staircase density functions can approximate a wide range of distributions arbitrarily close; hence the development achieved to perform the Bhattacharyya distance-based ABC without limiting hypotheses on the distribution families of the parameters having to be updated. The aforementioned two developments are then integrated in the third development to provide a solution to the latest edition (2019) of the NASA UQ challenge problem. The model updating tasks under very challenging condition, where prior information of aleatory parameters are extremely limited other than a common boundary, are successfully addressed based on the above distribution-free stochastic model updating framework. Moreover, the NISS approach that simplifies the high-dimensional optimization to a set of one-dimensional searching by a first-order high-dimensional model representation (HDMR) decomposition with respect to each design parameter is developed to efficiently solve the reliability-based design optimization tasks. This challenge, at the same time, elucidates the limitations of the current developments, hence the fourth development aims at addressing the limitation that the staircase density functions are designed for univariate random variables and cannot acount for the parameter dependencies. In order to calibrate the joint distribution of correlated parameters, the distribution-free stochastic model updating framework is extended by characterizing the aleatory parameters using the Gaussian copula functions having marginal distributions as the staircase density functions. This further strengthens the assumption-free approach for uncertainty calibration in which no prior information of the parameter dependencies is required. Finally, the fifth development of the distribution-free uncertainty propagation framework is based on another application of the staircase density functions to the NISS class of methods, and it is applied for efficiently solving the reliability analysis subproblem of the NASA UQ challenge 2019.
The above five developments have successfully strengthened the assumption-free approach for both uncertainty calibration and propagation thanks to the nature of the staircase density functions approximating arbitrary distributions. The efficiency and effectiveness of those developments are sufficiently demonstrated upon the real-world applications including the NASA UQ challenge 2019
PSO-embedded adaptive Kriging surrogate model method for structural reliability analysis with small failure probability
In the present study, a novel adaptive surrogate model method is proposed for
the analysis of structural reliability with small failure probability. In order
to address the problems with conventional adaptive Kriging surrogate model
method based on candidate sample pool, the adaptive Kriging surrogate model
method which integrates Particle Swarm Optimization algorithm (PSO) is put
forward. In the course of implementation, the surrogate model is gradually
improved through an iterative process and the high-value samples are selected
to update the surrogate model through an optimization solution carried out by
using PSO. Numerical examples are used to evaluate the computational
performance of the proposed method, and a further discussion is conducted
around the revision to the learning function. The results show that the
introduction of PSO not only increases the possibility of obtaining high-value
samples, but also significantly improves the solution accuracy of the adaptive
Kriging surrogate model method for structural reliability analysis. Meanwhile,
the proposed method overcomes the problem caused by the conventional candidate
pool-based selection method through the optimization algorithm to determine
high-value samples, achieving an excellent performance in dealing with the
small failure probability. In addition, the proposed method is applicable to
achieve a reasonable balance between solution accuracy and efficiency through
the revised learning function which takes into account local neighborhood
effects
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