An Elastic Plastic Damage Formulation for the Behavior of Concrete

A. Huerta, G. Pijaudier-Cabot, L. Jason, R. Crouch, S. Ghavamian (2004). "An Elastic Plastic Damage Formulation for the Behavior of Concrete." In Proceedings of FraMCoS 5, Vail, Colorado, USA.

A. Huerta, G. Pijaudier-Cabot, L. Jason, R. Crouch, S. Ghavamian. "An Elastic Plastic Damage Formulation for the Behavior of Concrete." Paper presented at FraMCoS 5, Vail, Colorado, USA, 2004.

A. Huerta, G. Pijaudier-Cabot, L. Jason, R. Crouch, S. Ghavamian, "An Elastic Plastic Damage Formulation for the Behavior of Concrete," in Proc. FraMCoS 5, Vail, Colorado, USA, 2004.

@inproceedings{a-huerta2004,
  title     = {An Elastic Plastic Damage Formulation for the Behavior of Concrete},
  author    = {A. Huerta, G. Pijaudier-Cabot, L. Jason, R. Crouch, S. Ghavamian},
  year      = {2004},
  booktitle = {Proceedings of FraMCoS 5},
  address   = {Vail, Colorado, USA},
}

TY  - CPAPER
TI  - An Elastic Plastic Damage Formulation for the Behavior of Concrete
AU  - A. Huerta
AU  - G. Pijaudier-Cabot
AU  - L. Jason
AU  - R. Crouch
AU  - S. Ghavamian
PY  - 2004
T2  - Proceedings of FraMCoS 5
CY  - Vail, Colorado, USA
UR  - https://framcos.org/wp-content/uploads/framcos-papers/An_Elastic_Plastic_Damage_Formulation_for_the_Behavior_of_Concrete.pdf
AB  - Elastic damage models or elastic plastic constitutive laws are not totally sufficient to describe the behavior of concrete. They indeed fail to reproduce the unloading slopes during cyclic loads which define experimentally the value of the damage in the material. When coupled effects are considered in particular in hydromechanical problems, the capability of the numerical model to reproduce the unloading behavior is essential, as an accurate value of the damage is needed. An elastic plastic damage formulation is so proposed and applied to three types of loading : simple tension, cyclic compression and triaxial tests with confinement pressures. It is…
ER  -