Modeling of hydraulic fracture of concrete gravity dams by stress-seepage-damage coupling model

DOI10.1155/2017/8523213zbMath1426.74263OpenAlexW2606712858WikidataQ59147839 ScholiaQ59147839MaRDI QIDQ1993233

Sha Sha, Guoxin Zhang

Publication date: 5 November 2018

Published in: Mathematical Problems in Engineering (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1155/2017/8523213

Mathematics Subject Classification ID

Brittle fracture (74R10) Fluid-solid interactions (including aero- and hydro-elasticity, porosity, etc.) (74F10) Flows in porous media; filtration; seepage (76S05) Finite element methods applied to problems in fluid mechanics (76M10)

Cites Work

• Modeling fluid injection in fractures with a reservoir simulator coupled to a boundary element method
• Variational Lagrangian-thermodynamics of nonisothermal finite strain mechanics of porous solids and thermomolecular diffusion
• Modelling of hygro-thermal behaviour of concrete at high temperature with thermo-chemical and mechanical material degradation.
• Phase-field modeling of a fluid-driven fracture in a poroelastic medium
• A fully coupled porous flow and geomechanics model for fluid driven cracks: a peridynamics approach
• An extended finite element method for hydraulic fracture propagation in deformable porous media with the cohesive crack model
• Theory of Elasticity and Consolidation for a Porous Anisotropic Solid
• Coupling between progressive damage and permeability of concrete: analysis with a discrete model

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