Coupled Hydro-Mechanical Cracking of Concrete using XFEM in 3D

Azzeddine Soulaïmani, Pierre Léger, Simon-Nicolas Roth (2016). "Coupled Hydro-Mechanical Cracking of Concrete using XFEM in 3D." In Proceedings of FraMCoS 9, Berkeley, California, USA.

Azzeddine Soulaïmani, Pierre Léger, Simon-Nicolas Roth. "Coupled Hydro-Mechanical Cracking of Concrete using XFEM in 3D." Paper presented at FraMCoS 9, Berkeley, California, USA, 2016.

Azzeddine Soulaïmani, Pierre Léger, Simon-Nicolas Roth, "Coupled Hydro-Mechanical Cracking of Concrete using XFEM in 3D," in Proc. FraMCoS 9, Berkeley, California, USA, 2016.

@inproceedings{azzeddine-soulaimani2016,
  title     = {Coupled Hydro-Mechanical Cracking of Concrete using XFEM in 3D},
  author    = {Azzeddine Soulaïmani, Pierre Léger, Simon-Nicolas Roth},
  year      = {2016},
  booktitle = {Proceedings of FraMCoS 9},
  address   = {Berkeley, California, USA},
}

TY  - CPAPER
TI  - Coupled Hydro-Mechanical Cracking of Concrete using XFEM in 3D
AU  - Azzeddine Soulaïmani
AU  - Pierre Léger
AU  - Simon-Nicolas Roth
PY  - 2016
T2  - Proceedings of FraMCoS 9
CY  - Berkeley, California, USA
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Coupled_Hydro-Mechanical_Cracking_of_Concrete_using_XFEM_in_3D.pdf
AB  - This paper presents a computational method for simulation of 3D hydrofracturation using a segregated and a coupled algorithm hydraulic model. The crack propagation is modeled using a combination of continuous damage and XFEM. The poroelastic problem in the first stage of cracking is modeled using a poro-damage model, where the permeability is linked to the damage coefficient. Oncethecrack is modeled using XFEM, a hydraulic mesh is automatically generated on the fracture surface with the possibility of including features such as drains. The pressure is computed on the hydraulic mesh taking into account the crack opening computed with the structural model…
ER  -