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<doi>MS-15-141-cd</doi>

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<article-title>Bounding Failure Probabilities in Imprecise Stochastic FE models</article-title>
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<author>Matthias G. R. Faes<sup>1,2</sup>, Marc Fina<sup>3</sup>, Marcos A. Valdebenito<sup>4</sup>, Celine Lauff<sup>6</sup>, Werner Wagner<sup>3</sup>, Steffen Freitag<sup>3</sup> and Michael Beer<sup>5</sup></author>
<aff><sup>1</sup>TU Dortmund, Chair for Reliability Engineering, Dortmund, Germany.</aff>
<aff><sup>2</sup>KU Leuven, Department of Mechanical Engineering, Technology campus De Nayer, Jan De Nayerlaan 5, St.-Katelijne-Waver, Belgium</aff>
<aff><sup>3</sup>Karlsruhe Institute of Technology, Institute for Structural Analysis, Kaiserstr. 12, 76131 Karlsruhe, Germany</aff>
<aff><sup>4</sup>Faculty of Engineering and Sciences, Universidad Adolfo Ibáñez, Av. Padre Hurtado 750, 2562340 Viña del Mar, Chile</aff>
<aff><sup>5</sup>Leibniz University Hannover, Institute for Risk and Reliability, Callinstr. 34, 30167 Hannover , Germany</aff>
<aff><sup>6</sup>Karlsruhe Institute of Technology, Institute of Engineering Mechanics, Kaiserstr. 10, 76131 Karlsruhe, Germany</aff>
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<title>ABSTRACT</title>
<p>This paper presents a highly efficient and effective approach to bound the first excursion probability of linear stochastic FE models subjected to imprecise Gaussian excitations. In previous work, some of the authors proposed a highly efficient approach based on the operator norm framework to bound such first excursion probabilities without having to resort to double-loop problems [1]. However very efficient, the approach presented in [1] is limited to deterministic models, or models containing epistemic uncertainty. In this paper, the classic operator norm approach is augmented by linearising the stochastic FE model around the mean of the aleatory uncertain parameters. This allows for determining those values of the epistemically uncertain parameters that yield an extremum in the failure probability without solving the associated reliability problem. Hence, the double loop that is typically associated to this type of problems is effectively broken. A case study illustrates the effectiveness and efficiency of the proposed method.</p>
<p><italic>Keywords: </italic>Linear structural system, Gaussian loading, Interval variables, Interval failure probability.</p>
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