Numerical modeling of hydraulic fracture problem in permeable medium using cohesive zone model
By Benoît Carrier, Sylvie Granet. 2012
440 citations recorded by the source corpus.
This paper considers the problem of a fluid-driven fracture propagating in a permeable poroelastic medium. We develop a zero-thickness finite element to model the fracture. The fracture propagation is governed by a cohesive zone model and the flow within the fracture by the lubrication equation. The hydro-mechanical equations are solved with a fully coupled approach, using the developed zero-thickness element for the propagating fracture and conventional bulk finite elements for the surrounding medium. The numerical results are compared to analytical asymptotic solutions under zero fluid lag assumption in the four following limiting propagation regimes: toughness-fracture storage, toughness-leak-off, viscosity-fracture storage and viscosity-leak-off dominated. We demonstrate the ability of our cohesive zone model in simulating the hydraulic fracture in all these propagation regimes.
Subfields: Mechanical Engineering, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/cf163eaac47868b47303f71096e8eedb0db184cc
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Mechanical Engineering
- Ehsan Haghighat
- S. Moallemi
- Amir Reza Khoei
- Thomas Wick
- Mary F. Wheeler
- Winnifried Wollner
- Son-Young Yi
- Huseyin Kursat Celik
In Mechanics of Materials
- Thomas Wick
- Mary F. Wheeler
- Ehsan Haghighat
- S. Moallemi
- Amir Reza Khoei
- Winnifried Wollner
- Timon Rabczuk
- Laura De Lorenzis
Citations in the corpus
- An augmented-Lagrangian method for the phase-field approach for pressurized fractures (2014, methodology): “These include an implicit moving mesh algorithms of Lecampion and Detournay [12]; moving-mesh approach with local grid refinement by Schrefler et al. [13]; a special zero-thickness finite element approach by Carrier and Granet [14]; the partition of unity and extended finite element approaches by Ir”
- Thermo-hydro-mechanical modeling of impermeable discontinuity in saturated porous media with X-FEM technique (2012, methodology): “A numerical model based on the fully coupled approach was presented by Carrier and Granet [26] for the hydraulic fracturing of permeable medium, where four limiting propagation regimes were assumed.”