On the use of high aspect ratio finite elements to model hydraulic fracturing in deformable porous media

DOI10.1016/J.CMA.2019.03.006zbMath1441.74211OpenAlexW2922339103WikidataQ128236342 ScholiaQ128236342MaRDI QIDQ1987958

Marcelo Sánchez, Pedro R. Cleto, Michael A. Maedo, Leonardo J. N. Guimarães, Osvaldo L. Manzoli

Publication date: 16 April 2020

Published in: Computer Methods in Applied Mechanics and Engineering (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.cma.2019.03.006

zbMATH Keywords

hydraulic fracturingcontinuum damage modelcontinuum strong discontinuity approachhydro-mechanical couplingfinite elements with high aspect ratio

Mathematics Subject Classification ID

Brittle fracture (74R10) Fluid-solid interactions (including aero- and hydro-elasticity, porosity, etc.) (74F10) Soil and rock mechanics (74L10)

Related Items (2)

Coupled hydro-mechanical modelling of saturated fractured porous media with unified embedded finite element discretisations ⋮ Impacts of natural fractures on hydraulic fracturing treatment in all asymptotic propagation regimes

Uses Software

• Code_Bright

Cites Work

• Continuum approach to material failure in strong discontinuity settings
• Stability and robustness issues in numerical modeling of material failure with the strong discontinuity approach
• A generalized finite element method for hydro-mechanically coupled analysis of hydraulic fracturing problems using space-time variant enrichment functions
• Strong discontinuities and continuum plasticity models: the strong discontinuity approach.
• An adaptive concurrent multiscale model for concrete based on coupling finite elements
• The influence of the cohesive process zone in hydraulic fracturing modelling
• An extended finite element method for hydraulic fracture propagation in deformable porous media with the cohesive crack model
• Numerical formulation for a simulator (CODE_BRIGHT) for the coupled analysis of saline media
• Coupled HM analysis using zero-thickness interface elements with double nodes. Part I: Theoretical model
• Mesh adaptation and transfer schemes for discrete fracture propagation in porous materials
• An extended finite element method for hydraulic fracture problems
• Cohesive fracture mechanics for a multi‐phase porous medium
• Modelling of hydro‐fracture flow in porous media

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