An Embedded Cohesive Crack Model for Finite Element Analysis of Concrete Fracture.

D. A. Cendon, J. M. Sancho, J. Planas (2004). "An Embedded Cohesive Crack Model for Finite Element Analysis of Concrete Fracture.." In Proceedings of FraMCoS 5, Vail, Colorado, USA.

D. A. Cendon, J. M. Sancho, J. Planas. "An Embedded Cohesive Crack Model for Finite Element Analysis of Concrete Fracture.." Paper presented at FraMCoS 5, Vail, Colorado, USA, 2004.

D. A. Cendon, J. M. Sancho, J. Planas, "An Embedded Cohesive Crack Model for Finite Element Analysis of Concrete Fracture.," in Proc. FraMCoS 5, Vail, Colorado, USA, 2004.

@inproceedings{d-a-cendon2004,
  title     = {An Embedded Cohesive Crack Model for Finite Element Analysis of Concrete Fracture.},
  author    = {D. A. Cendon, J. M. Sancho, J. Planas},
  year      = {2004},
  booktitle = {Proceedings of FraMCoS 5},
  address   = {Vail, Colorado, USA},
}

TY  - CPAPER
TI  - An Embedded Cohesive Crack Model for Finite Element Analysis of Concrete Fracture.
AU  - D. A. Cendon
AU  - J. M. Sancho
AU  - J. Planas
PY  - 2004
T2  - Proceedings of FraMCoS 5
CY  - Vail, Colorado, USA
UR  - https://framcos.org/wp-content/uploads/framcos-papers/An_Embedded_Cohesive_Crack_Model_for_Finite_Element_Analysis_of_Concrete_Fractur.pdf
AB  - This paper presents a numerical implementation of cohesive crack model for the analysis of concrete fracture based on the strong discontinuity approach. A simple central force model is used for the stress vs. crack opening law. The only material data required are the elastic constants and the mode I softening curve. The additional degrees of freedom defining the crack opening are determined at the crack level, thus avoiding the need of performing a static condensation at the element level. The need for a tracking algorithm is avoided using a consistent procedure for the selection of the separated nodes. Numerical simulations…
ER  -