A Class of Gradient-Dependent Damage Models for Concrete Cracking

R. De Borst (1998). "A Class of Gradient-Dependent Damage Models for Concrete Cracking." In Proceedings of FraMCoS 3, Gifu, Japan.

R. De Borst. "A Class of Gradient-Dependent Damage Models for Concrete Cracking." Paper presented at FraMCoS 3, Gifu, Japan, 1998.

R. De Borst, "A Class of Gradient-Dependent Damage Models for Concrete Cracking," in Proc. FraMCoS 3, Gifu, Japan, 1998.

@inproceedings{r-de-borst1998,
  title     = {A Class of Gradient-Dependent Damage Models for Concrete Cracking},
  author    = {R. De Borst},
  year      = {1998},
  booktitle = {Proceedings of FraMCoS 3},
  address   = {Gifu, Japan},
}

TY  - CPAPER
TI  - A Class of Gradient-Dependent Damage Models for Concrete Cracking
AU  - R. De Borst
PY  - 1998
T2  - Proceedings of FraMCoS 3
CY  - Gifu, Japan
UR  - https://framcos.org/wp-content/uploads/framcos-papers/A_Class_of_Gradient-Dependent_Damage_Models_for_Concrete_Cracking.pdf
AB  - Isotropic and anisotropic damage formulations for concrete fracture are re- viewed, including the classical fixed and rotating smeared crack models and more refined approaches based on the microplane concept. Higher- order gradients are introduced to avoid the boundary value problem be- coming ill-posed at the onset of softening. For an infinite one-dimensional bar dispersion analyses are carried out to examine the effect of using gra- dients of different strain measures or internal variables.
ER  -