Coupling Creep and Damage in Concrete Through a Constant Parameter

F. Dufour, G. Pijaudier-Cabot, M. Bottoni (2007). "Coupling Creep and Damage in Concrete Through a Constant Parameter." In Proceedings of FraMCoS 6, Catania, Italy.

F. Dufour, G. Pijaudier-Cabot, M. Bottoni. "Coupling Creep and Damage in Concrete Through a Constant Parameter." Paper presented at FraMCoS 6, Catania, Italy, 2007.

F. Dufour, G. Pijaudier-Cabot, M. Bottoni, "Coupling Creep and Damage in Concrete Through a Constant Parameter," in Proc. FraMCoS 6, Catania, Italy, 2007.

@inproceedings{f-dufour2007,
  title     = {Coupling Creep and Damage in Concrete Through a Constant Parameter},
  author    = {F. Dufour, G. Pijaudier-Cabot, M. Bottoni},
  year      = {2007},
  booktitle = {Proceedings of FraMCoS 6},
  address   = {Catania, Italy},
}

TY  - CPAPER
TI  - Coupling Creep and Damage in Concrete Through a Constant Parameter
AU  - F. Dufour
AU  - G. Pijaudier-Cabot
AU  - M. Bottoni
PY  - 2007
T2  - Proceedings of FraMCoS 6
CY  - Catania, Italy
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Coupling_Creep_and_Damage_in_Concrete_Through_a_Constant_Parameter.pdf
AB  - Coupling between creep and damage is studied in order to properly describe tertiary creep of concrete. Evolution of damage is governed by a strain tensor through an energy norm, obtained by weighting total and elastic strain tensor by means of a constant parameter. In fact, previous analyses show that, if coupling between creep and damage rely upon total strains, tertiary creep occurs too early. In this study, damage model with bilinear constitutive law and Benboudjema’s creep model are employed. Numerical simulations provide the structural response after the introduction of the coefficient.
ER  -