Arbitrary Lagrangian–Eulerian method for large‐strain consolidation problems
Copyright policy )Arbitrary Lagrangian–Eulerian method for large‐strain consolidation problems
AbstractIn this paper, an arbitrary Lagrangian–Eulerian (ALE) method is generalized to solve consolidation problems involving large deformation. Special issues such as pore‐water pressure convection, permeability and void ratio updates due to rotation and convection, mesh refinement and equilibrium checks are discussed. A simple and effective mesh refinement scheme is presented for the ALE method. The ALE method as well as an updated‐Lagrangian method is then used to solve some classical consolidation problems involving large deformations with different constitutive laws. The results clearly show the advantage and efficiency of the ALE method for these examples. Copyright © 2007 John Wiley & Sons, Ltd.
- University of Newcastle Australia Australia
- Western Sydney University Australia
ALE method, mesh motion, Finite element methods applied to problems in solid mechanics, arbitrary Lagrangian–Eulerian (ALE) method, Lagrangian-Eulerian methods, Fluid-solid interactions (including aero- and hydro-elasticity, porosity, etc.), stress integration, XXXXXX - Unknown, Soil and rock mechanics, time stepping, consolidation
ALE method, mesh motion, Finite element methods applied to problems in solid mechanics, arbitrary Lagrangian–Eulerian (ALE) method, Lagrangian-Eulerian methods, Fluid-solid interactions (including aero- and hydro-elasticity, porosity, etc.), stress integration, XXXXXX - Unknown, Soil and rock mechanics, time stepping, consolidation
selected citations These citations are derived from selected sources.This is an alternative to the "Influence" indicator, which also reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).107 popularity This indicator reflects the "current" impact/attention (the "hype") of an article in the research community at large, based on the underlying citation network.Top 1% influence This indicator reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).Top 10% impulse This indicator reflects the initial momentum of an article directly after its publication, based on the underlying citation network.Top 10%
Citations provided by BIP!Popularity provided by BIP!