Solutions for the deformations and stability of elastoplastic hollow cylinders subjected to boundary pressures

DOI<link itemprop=identifier href="https://doi.org/10.1002/(SICI)1096-9853(199907)23:8<779::AID-NAG10>3.0.CO;2-0" /><779::AID-NAG10>3.0.CO;2-0 10.1002/(SICI)1096-9853(199907)23:8<779::AID-NAG10>3.0.CO;2-0zbMath0943.74016OpenAlexW1993111471MaRDI QIDQ4939664

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Publication date: 5 September 2000

Full work available at URL: https://doi.org/10.1002/(sici)1096-9853(199907)23:8<779::aid-nag10>3.0.co;2-0

zbMATH Keywords

analytical solutionnon-associated flow rulestressdisplacementhollow cylinderMohr-Coulomb failure criterionborehole stabilitydilatant plastic deformation

Mathematics Subject Classification ID

Small-strain, rate-independent theories of plasticity (including rigid-plastic and elasto-plastic materials) (74C05) Anelastic fracture and damage (74R20) Bifurcation and buckling (74G60)

Related Items (1)

An elastoplastic evaluation of the stress state around cylindrical openings based on a closed multiaxial yield surface

Cites Work

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