Mesoscale numerical study of aggregate size in concrete by discrete element method

A. Loukili, R. Zhu, S. Y. Alam (2019). "Mesoscale numerical study of aggregate size in concrete by discrete element method." In Proceedings of FraMCoS 10, Bayonne, France.

A. Loukili, R. Zhu, S. Y. Alam. "Mesoscale numerical study of aggregate size in concrete by discrete element method." Paper presented at FraMCoS 10, Bayonne, France, 2019.

A. Loukili, R. Zhu, S. Y. Alam, "Mesoscale numerical study of aggregate size in concrete by discrete element method," in Proc. FraMCoS 10, Bayonne, France, 2019.

@inproceedings{a-loukili2019,
  title     = {Mesoscale numerical study of aggregate size in concrete by discrete element method},
  author    = {A. Loukili, R. Zhu, S. Y. Alam},
  year      = {2019},
  booktitle = {Proceedings of FraMCoS 10},
  address   = {Bayonne, France},
}

TY  - CPAPER
TI  - Mesoscale numerical study of aggregate size in concrete by discrete element method
AU  - A. Loukili
AU  - R. Zhu
AU  - S. Y. Alam
PY  - 2019
T2  - Proceedings of FraMCoS 10
CY  - Bayonne, France
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Mesoscale_numerical_study_of_aggregate_size_in_concrete_by_discrete_element_meth.pdf
AB  - A local crack opening displacement softening model is developed in the framework of discrete element method in order to investigate the fracture behaviour of concrete with different aggregate size. The results showed that the proposed model can be used for numerical analysis of concrete fracture and the zone of fracture process zone can be visualized.
ER  -