Coupled HM analysis using zero-thickness interface elements with double nodes-Part II: Verification and application

DOI10.1002/nag.730zbMath1273.74547OpenAlexW2030264064WikidataQ56938174 ScholiaQ56938174MaRDI QIDQ2856335

No author found.

Publication date: 24 October 2013

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.730

zbMATH Keywords

consolidation discontinuities geomechanics reservoir engineering zero-thickness interface discrete crack HM coupling

Mathematics Subject Classification ID

Fluid-solid interactions (including aero- and hydro-elasticity, porosity, etc.) (74F10) Finite element methods applied to problems in solid mechanics (74S05) Soil and rock mechanics (74L10)

Related Items (9)

Simulation of flow in deformable fractures using a quasi-Newton based partitioned coupling approach ⋮ Coupled hydro-mechanical modelling of saturated fractured porous media with unified embedded finite element discretisations ⋮ Enriched finite elements for branching cracks in deformable porous media ⋮ A hydro-mechanical coupled contact method for two-phase geotechnical large deformation problems within the SNS-PFEM framework ⋮ A numerical contact algorithm in saturated porous media with the extended finite element method ⋮ A variational phase-field model for hydraulic fracturing in porous media ⋮ Numerical aspects of hydro-mechanical coupling of fluid-filled fractures using hybrid-dimensional element formulations and non-conformal meshes ⋮ Coupled HM analysis using zero-thickness interface elements with double nodes. Part I: Theoretical model ⋮ Multiscale diffusion-thermal-mechanical cohesive zone model for concrete

Cites Work

This page was built for publication: Coupled HM analysis using zero-thickness interface elements with double nodes-Part II: Verification and application