Nonlinear finite element reliability analysis of concrete-faced rockfill (CFR) dams under static effects

DOI10.1016/j.apm.2011.12.004zbMath1254.74109OpenAlexW2072855464MaRDI QIDQ1930727

Murat Emre Kartal, Alemdar Bayraktar, Hasan Basri Başağa

Publication date: 13 January 2013

Published in: Applied Mathematical Modelling (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.apm.2011.12.004

zbMATH Keywords

reliability analysisresponse surface methodconcrete faced rockfill (CFR) damdirect coupled methodfiessler methodgeometrically and materially nonlinearityimproved rackwitz

Mathematics Subject Classification ID

Finite element methods applied to problems in solid mechanics (74S05) Fracture and damage (74R99)

Related Items

Nonlinear finite element reliability analysis of concrete-faced rockfill (CFR) dams under static effects ⋮ Dynamic non-probabilistic reliability evaluation and service life prediction for arch dams considering time-varying effects ⋮ Non-linear response of the rockfill in a concrete-faced rockfill dam under seismic excitation

Uses Software

• SHAKE91

Cites Work

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• Finite elements for the dynamic analysis of fluid-solid systems
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• Computational Contact Mechanics