2017
DOI: 10.1016/j.crme.2017.09.006
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Stochastic model reduction for robust dynamical characterization of structures with random parameters

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Cited by 6 publications
(16 citation statements)
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“…In situations where the operator derivatives are not available, which is the case when using with black-box FEM solvers, numerical differentiation using finite differences can be used, especially if the operator is a linear function of the parameter. Such approach has been used for instance in [47].…”
Section: Implementation Detailsmentioning
confidence: 99%
“…In situations where the operator derivatives are not available, which is the case when using with black-box FEM solvers, numerical differentiation using finite differences can be used, especially if the operator is a linear function of the parameter. Such approach has been used for instance in [47].…”
Section: Implementation Detailsmentioning
confidence: 99%
“…If the operator is a linear function of the parameter, only the first derivative is requiered in the recurence formula (7) and a non-intrusive version of the method can be achieve. Similar approach has been used for instance in [25].…”
Section: Proposed Algorithmmentioning
confidence: 99%
“…This constitutes the major limitation of perturbation methods and is emphasized by the lack of intrinsic quantitative criterion to a priori define a "small variability" of a parameter and thus the validity domain of these methods. To tackle random parameter with larger variability, it is possible to carefully choose the expansion point [9] or to consider a first order Taylor expansion of the structure eigenvectors to estimate random eigenfrequencies [25]. This yields a non-intrusive and scalable approach to approximate the random eigenvalues with a better accuracy than the classical second order perturbation technique while reducing the computational costs.…”
Section: Introductionmentioning
confidence: 99%
“…Sparse Polynomial Chaos method has been proposed by Blatman and Sudret [78] to decrease the computational time in a nonintrusive manner, nevertheless PC based methods remain complex to implement. In the context of this work, we choose to use a non-intrusive method referred to as the Stochastic Model Reduction (SMR) approach [27]. This approach benefits from simple implementation as perturbation methods and allows to consider random variables not limited to small variations.…”
Section: State Of Artmentioning
confidence: 99%
“…Finally, the characteristics of the parameters of this stochastic model of joint 2 are identified using an approximation of the maximum likelihood principle. A straightforward non-intrusive approach developed in previous work [27,28] and referred to as the Stochastic Model Reduction (SMR) approach is used to simulate the vibrational behaviour of the structure. The efficiency of this approach allows to integrate it in the identification procedure of a stochastic model of joint.…”
Section: Introductionmentioning
confidence: 99%