A Simple Fracture Mechanics Model for Mixed-Mode Failure in Concrete

M. Klisinski, T. Olofsson, U. Ohlsson (1995). "A Simple Fracture Mechanics Model for Mixed-Mode Failure in Concrete." In Proceedings of FraMCoS 2, Zurich, Switzerland.

M. Klisinski, T. Olofsson, U. Ohlsson. "A Simple Fracture Mechanics Model for Mixed-Mode Failure in Concrete." Paper presented at FraMCoS 2, Zurich, Switzerland, 1995.

M. Klisinski, T. Olofsson, U. Ohlsson, "A Simple Fracture Mechanics Model for Mixed-Mode Failure in Concrete," in Proc. FraMCoS 2, Zurich, Switzerland, 1995.

@inproceedings{m-klisinski1995,
  title     = {A Simple Fracture Mechanics Model for Mixed-Mode Failure in Concrete},
  author    = {M. Klisinski, T. Olofsson, U. Ohlsson},
  year      = {1995},
  booktitle = {Proceedings of FraMCoS 2},
  address   = {Zurich, Switzerland},
}

TY  - CPAPER
TI  - A Simple Fracture Mechanics Model for Mixed-Mode Failure in Concrete
AU  - M. Klisinski
AU  - T. Olofsson
AU  - U. Ohlsson
PY  - 1995
T2  - Proceedings of FraMCoS 2
CY  - Zurich, Switzerland
UR  - https://framcos.org/wp-content/uploads/framcos-papers/A_Simple_Fracture_Mechanics_Model_for_Mixed-Mode_Failure_in_Concrete.pdf
AB  - A simple fracture mechanics model is presented based on the fictitious crack concept where the crack initiation is controlled by a failure surface in the normal and shear stress space. The postfailure behaviour is controlled by a softening isotropic kinematic rule based on the effective stress-crack opening deformation. The model in its simplest configuration needs only four parameters, the uniaxial tensile and compressive strengths, the value of fracture energy ( G ) and a constant controlling the isotropic softening 1 the yield surf ace. The model has been implemented in the inner softening band approach where a strong discontinuity is…
ER  -