scientific article
From MaRDI portal
Publication:3996314
zbMath0704.73080MaRDI QIDQ3996314
Publication date: 17 September 1992
Title: zbMATH Open Web Interface contents unavailable due to conflicting licenses.
Finite element methods applied to problems in solid mechanics (74S05) Soil and rock mechanics (74L10) Research exposition (monographs, survey articles) pertaining to mechanics of deformable solids (74-02) Mesh generation, refinement, and adaptive methods for boundary value problems involving PDEs (65N50) Software, source code, etc. for problems pertaining to mechanics of deformable solids (74-04)
Related Items
A mathematical framework for finite strain elastoplastic consolidation. I: Balance laws, variational formulation, and linearization ⋮ A review of models for predicting the thermomechanical behaviour of soft clays ⋮ Analysis of fully coupled thermomechanical behaviour around a rigid cylindrical heat source buried in clay ⋮ Load stepping schemes for critical state models ⋮ Implicit numerical integration for a kinematic hardening soil plasticity model ⋮ Unnamed Item ⋮ Plane strain characteristics theory for soils and granular materials with density dependent yield criteria ⋮ Cam-Clay plasticity. III: Extension of the infinitesimal model to include finite strains ⋮ Selection ofp-y curves for the design of single laterally loaded piles ⋮ An anisotropic elastic-viscoplastic model for soft clays ⋮ Cam-Clay plasticity. IV: Implicit integration of anisotropic bounding surface model with nonlinear hyperelasticity and ellipsoidal loading function ⋮ Explicit stress integration of complex soil models ⋮ The application of a three-surface kinematic hardening model to repeated loading of thinly surfaced pavements ⋮ Fast iterative solution of large undrained soil-structure interaction problems ⋮ Elastoplastic consolidation at finite strain. II: Finite element implementation and numerical examples ⋮ Analysis of pressuremeter geometry effects in clay using critical state models ⋮ Identifying parameters controlling soil delayed behaviour from laboratory andin situpressuremeter testing ⋮ Performance of Jacobi preconditioning in Krylov subspace solution of finite element equations