ELASTOPLASTIC ANALYSIS OF CYLINDRICAL CAVITY PROBLEMS IN GEOMATERIALS

DOI<link itemprop=identifier href="https://doi.org/10.1002/(SICI)1096-9853(199702)21:2<133::AID-NAG866>3.0.CO;2-A" /><133::AID-NAG866>3.0.CO;2-A 10.1002/(SICI)1096-9853(199702)21:2<133::AID-NAG866>3.0.CO;2-AzbMath0916.73038OpenAlexW1980789226MaRDI QIDQ4360968

Panos Papanastasiou, David Durban

Publication date: 26 July 1999

Full work available at URL: https://doi.org/10.1002/(sici)1096-9853(199702)21:2<133::aid-nag866>3.0.co;2-a

zbMATH Keywords

material parametersinfinite mediumDrucker-Prager solidMohr-Coulomb solidtriaxial compression testinternally presurized cavitythick-walled cylinder under external hydrostatic pressure

Mathematics Subject Classification ID

Large-strain, rate-dependent theories of plasticity (74C20) Large-strain, rate-independent theories of plasticity (including nonlinear plasticity) (74C15) Soil and rock mechanics (74L10) Plastic materials, materials of stress-rate and internal-variable type (74C99)

Related Items (5)

Enlargement of a circular hole in a disc of plastically compressible material ⋮ A unified theory for cavity expansion in cohesive-frictional micromorphic media ⋮ An analytical method for determining the non-enclosed elastoplastic interface of a circular hole ⋮ Plastic design theory of frozen wall thickness in an ultradeep soil layer considering large deformation characteristics ⋮ Energy dissipation analysis for large-strain cylindrical cavity expansion problem in cohesive-frictional soils

Cites Work

• Finite straining of pressurized compressible elasto-plastic tubes
• A General Solution for the Pressurized Elastoplastic Tube
• Soil mechanics and plastic analysis or limit design

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