Numerical modelling of shear socketed piers

DOI<link itemprop=identifier href="https://doi.org/10.1002/1096-9853(200009)24:11<853::AID-NAG44>3.0.CO;2-Q" /><853::AID-NAG44>3.0.CO;2-Q 10.1002/1096-9853(200009)24:11<853::AID-NAG44>3.0.CO;2-QzbMath0993.74041OpenAlexW2088246917MaRDI QIDQ4515538

No author found.

Publication date: 29 September 2002

Full work available at URL: https://doi.org/10.1002/1096-9853(200009)24:11<853::aid-nag44>3.0.co;2-q

zbMATH Keywords

normal stressfinite element programinterface modelplastic potentialfailure criteriondilatancyrough contactbond degradationrock-concrete interfaceshear socketed pier

Mathematics Subject Classification ID

Finite element methods applied to problems in solid mechanics (74S05) Soil and rock mechanics (74L10)

Cites Work

• Accuracy and stability of integration algorithms for elastoplastic constitutive relations
• Constitutive models for rock discontinuities with dilatancy and surface degradation
• Stress-strain relations, uniqueness and variational theorems for elastic-plastic materials with a singular yield surface

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