Influence of stochastic geometric imperfections on the load-carrying behaviour of thin-walled structures using constrained random fields

DOI10.1007/s00466-018-1554-0zbMath1464.74045OpenAlexW2798043514WikidataQ113327276 ScholiaQ113327276MaRDI QIDQ1622485

S. Lauterbach, M. Fina, Werner Wagner

Publication date: 19 November 2018

Published in: Computational Mechanics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s00466-018-1554-0

zbMATH Keywords

finite element methodMonte Carlo simulationKarhunen-Loève expansionstability load

Mathematics Subject Classification ID

Finite element methods applied to problems in solid mechanics (74S05) Bifurcation and buckling (74G60) Random structure in solid mechanics (74E35) Stochastic and other probabilistic methods applied to problems in solid mechanics (74S60)

Related Items (2)

Uncertainty quantification of spatially uncorrelated loads with a reduced-order stochastic isogeometric method ⋮ A novel and highly efficient strategy to determine the `worst' imperfection shape for buckling of cylindrical shell panels

Uses Software

• FEAST

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