h- and p-refined Multilevel Monte Carlo Methods for Uncertainty Quantification in Structural Engineering
Philippe Blondeel, Pieterjan Robbe, C\'edric van hoorickx, Geert, Lombaert, Stefan Vandewalle

TL;DR
This paper explores advanced multilevel Monte Carlo methods combining h- and p-refinement hierarchies to efficiently quantify uncertainty in structural engineering problems, demonstrating significant computational speedups and cost reductions.
Contribution
It introduces novel combinations of h- and p-refinement with MLMC and MLQMC methods and evaluates their efficiency on complex structural problems with uncertain material properties.
Findings
MLMC and MLQMC significantly faster than standard MC
MLQMC cost scales as 1/epsilon under certain conditions
p-refinement reduces computational cost more effectively than h-refinement when modeling uncertainty as a random field
Abstract
Practical structural engineering problems are often characterized by significant uncertainties. Historically, one of the prevalent methods to account for this uncertainty has been the standard Monte Carlo (MC) method. Recently, improved sampling methods have been proposed, based on the idea of variance reduction by employing a hierarchy of mesh refinements. We combine an h- and p-refinement hierarchy with the Multilevel Monte Carlo (MLMC) and Multilevel Quasi-Monte Carlo (MLQMC) method. We investigate the applicability of these novel combination methods on three structural engineering problems, for which the uncertainty resides in the Young's modulus: the static response of a cantilever beam with elastic material behavior, its static response with elastoplastic behavior, and its dynamic response with elastic behavior. The uncertainty is either modeled by means of one random variable…
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Taxonomy
TopicsProbabilistic and Robust Engineering Design · Mathematical Approximation and Integration · Nuclear reactor physics and engineering
