Incrementalization of a single hardening constitutive model for frictional materials

DOI10.1002/nag.216zbMath1011.74045OpenAlexW2057489775MaRDI QIDQ3150097

Poul V. Lade, K. P. Jakobsen

Publication date: 29 September 2002

Published in: International Journal for Numerical and Analytical Methods in Geomechanics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1002/nag.216

zbMATH Keywords

rocksoilconcreteyield surfacefrictional materialsdense sandelasto-plastic constitutive modelincrementalization procedureisotropic work-hardening modelisotropic work-softening modelnon-associated plastic-flow

Mathematics Subject Classification ID

Small-strain, rate-independent theories of plasticity (including rigid-plastic and elasto-plastic materials) (74C05) Finite element methods applied to problems in solid mechanics (74S05) Soil and rock mechanics (74L10)

Related Items (3)

On the numerical integration of three-invariant elastoplastic constitutive models. ⋮ Return mapping for nonsmooth and multiscale elastoplasticity ⋮ Implementation algorithm for a single hardening constitutive model for frictional materials

Uses Software

• ABAQUS

Cites Work

• Elasto-plastic stress-strain theory for cohesionless soil with curved yield surfaces
• Implementation algorithm for a single hardening constitutive model for frictional materials
• Incrementalization procedure for elasto-plastic constitutive model with multiple, intersecting yield surfaces
• Unnamed Item

This page was built for publication: Incrementalization of a single hardening constitutive model for frictional materials