Numerical formulation for solving soil/tool interaction problem involving large deformation
From MaRDI portal
Publication:3576527
DOI10.1108/02644400510572424zbMath1191.74038OpenAlexW2036191713MaRDI QIDQ3576527
Patrick Laborde, N. Renon, Pierre Montmitonnet
Publication date: 30 July 2010
Published in: Engineering Computations (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1108/02644400510572424
Finite element methods applied to problems in solid mechanics (74S05) Soil and rock mechanics (74L10)
Related Items (3)
A mixed variational formulation for a class of contact problems in viscoelasticity ⋮ A Computational Model for Simulation of Shallow Water Waves by Elastic Deformations in the Topography ⋮ Numerical analysis of hemivariational inequalities in contact mechanics
Cites Work
- Unnamed Item
- Unnamed Item
- Unnamed Item
- Unnamed Item
- Consistent tangent operators for rate-independent elastoplasticity
- A stable finite element for the Stokes equations
- Algorithms for static and dynamic multiplicative plasticity that preserve the classical return mapping schemes of the infinitesimal theory
- Finite-element formulations for problems of large elastic-plastic deformation
- Finite element simulation for dynamic large elastoplastic deformation in metal powder forming
- Unified stress update algorithms for the numerical simulation of large deformation elasto-plastic and elasto-viscoplastic processes
- A re-formulation of the exponential algorithm for finite strain plasticity in terms of Cauchy stresses
- Cam-Clay plasticity. I: Implicit integration of elasto-plastic constitutive relations
- Line search techniques for elasto-plastic finite element computations in geomechanics
- Bi-CGSTAB: A Fast and Smoothly Converging Variant of Bi-CG for the Solution of Nonsymmetric Linear Systems
- Finite-element analysis of time-dependent large-deformation problems
- Stress formulation for frictionless contact of an elastic-perfectly-plastic body
- A unified approach to the implicit integration of standard, non-standard and viscous plasticity models
This page was built for publication: Numerical formulation for solving soil/tool interaction problem involving large deformation
