Implementation algorithm for a single hardening constitutive model for frictional materials
From MaRDI portal
Publication:3150098
DOI10.1002/nag.217zbMath1068.74089OpenAlexW2019236424MaRDI QIDQ3150098
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.217
Small-strain, rate-independent theories of plasticity (including rigid-plastic and elasto-plastic materials) (74C05) Soil and rock mechanics (74L10) Finite difference methods applied to problems in solid mechanics (74S20)
Related Items (5)
A comprehensive implicit substepping integration scheme for multisurface plasticity ⋮ On the numerical integration of three-invariant elastoplastic constitutive models. ⋮ Return mapping for nonsmooth and multiscale elastoplasticity ⋮ Efficient parallel algorithms for elastic-plastic finite element analysis ⋮ Incrementalization of a single hardening constitutive model for frictional materials
Uses Software
Cites Work
- Consistent tangent operators for rate-independent elastoplasticity
- A family of embedded Runge-Kutta formulae
- Klassische Runge-Kutta-Formeln vierter und niedrigerer Ordnung mit Schrittweiten-Kontrolle und ihre Anwendung auf Wärmeleitungsprobleme
- Incrementalization of a single hardening constitutive model for frictional materials
- An analysis of a new class of integration algorithms for elastoplastic constitutive relations
- Substepping schemes for the numerical integration of elastoplastic stress–strain relations
- Integration of Tresca and Mohr-Coulomb constitutive relations in plane strain elastoplasticity
- Error estimates for Runge-Kutta type solutions to systems of ordinary differential equations
This page was built for publication: Implementation algorithm for a single hardening constitutive model for frictional materials
