Identification Of Constituve Relationships for Concrete Using Discrete and Finite Element Framework

Benjamin Richard, Cécile Oliver-Leblond, Frederic Ragueneau, Maxime Vassaux (2016). "Identification Of Constituve Relationships for Concrete Using Discrete and Finite Element Framework." In Proceedings of FraMCoS 9, Berkeley, California, USA.

Benjamin Richard, Cécile Oliver-Leblond, Frederic Ragueneau, Maxime Vassaux. "Identification Of Constituve Relationships for Concrete Using Discrete and Finite Element Framework." Paper presented at FraMCoS 9, Berkeley, California, USA, 2016.

Benjamin Richard, Cécile Oliver-Leblond, Frederic Ragueneau, Maxime Vassaux, "Identification Of Constituve Relationships for Concrete Using Discrete and Finite Element Framework," in Proc. FraMCoS 9, Berkeley, California, USA, 2016.

@inproceedings{benjamin-richard2016,
  title     = {Identification Of Constituve Relationships for Concrete Using Discrete and Finite Element Framework},
  author    = {Benjamin Richard, Cécile Oliver-Leblond, Frederic Ragueneau, Maxime Vassaux},
  year      = {2016},
  booktitle = {Proceedings of FraMCoS 9},
  address   = {Berkeley, California, USA},
}

TY  - CPAPER
TI  - Identification Of Constituve Relationships for Concrete Using Discrete and Finite Element Framework
AU  - Benjamin Richard
AU  - Cécile Oliver-Leblond
AU  - Frederic Ragueneau
AU  - Maxime Vassaux
PY  - 2016
T2  - Proceedings of FraMCoS 9
CY  - Berkeley, California, USA
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Identification_Of_Constituve_Relationships_for_Concrete_Using_Discrete_and_Finit.pdf
AB  - Considering different scales and phenomena, the models used to describe the cracked behavior of concrete cannot be of the same type. The aim of this contribution is to present different tools, used at their relevant physical scales as well as their mutual enhancement for a global structural approach. Such an issue is greatly emphasized when dealing with cyclic and dynamic loadings, involving complex stress paths. A discrete element model (DEM) is presented, introducing within an implicit framework, local nonlinear mechanisms such as brittle failure, contact, frictional sliding and scale effects can be taken into account. Such a local model will…
ER  -