Large deformation of structures by sequential limit analysis

DOI10.1016/0020-7683(93)90023-ZzbMath0767.73026OpenAlexW2066435533MaRDI QIDQ1210012

S. Singh

Publication date: 16 May 1993

Published in: International Journal of Solids and Structures (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0020-7683(93)90023-z

zbMATH Keywords

bifurcationframeduality theoremtrussinternal contact of structural members

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Anelastic fracture and damage (74R20) Large-strain, rate-dependent theories of plasticity (74C20) Large-strain, rate-independent theories of plasticity (including nonlinear plasticity) (74C15)

Related Items (8)

An extended sequential limit analysis based on moving coordinates for pressurized spherical cap membranes with large shape change ⋮ Investigation of rotating hollow cylinders of strain-hardening viscoplastic materials by sequential limit analysis ⋮ Duality theorem for a generalized Fermat-Weber problem ⋮ Plastic collapse in presence of non-linear kinematic hardening by the bipotential and the sequential limit analysis approaches ⋮ Post-collapse analysis of plates and shells based on a rigid-plastic version of the TRIC element. ⋮ Rigid plastic model of incremental sheet deformation using second-order cone programming ⋮ A novel upper bound finite-element for the limit analysis of plates and shells ⋮ Analytical and numerical investigation of strain-hardening viscoplastic thick-walled cylinders under internal pressure by using sequential limit analysis

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