F.V. Donzé, P. Marin, V.T. Tran (2010). "Discrete Element Model of Concrete under high confining pressure." In Proceedings of FraMCoS 7, Jeju, South Korea.
F.V. Donzé, P. Marin, V.T. Tran. "Discrete Element Model of Concrete under high confining pressure." Paper presented at FraMCoS 7, Jeju, South Korea, 2010.
F.V. Donzé, P. Marin, V.T. Tran, "Discrete Element Model of Concrete under high confining pressure," in Proc. FraMCoS 7, Jeju, South Korea, 2010.
@inproceedings{f-v-donze2010,
title = {Discrete Element Model of Concrete under high confining pressure},
author = {F.V. Donzé, P. Marin, V.T. Tran},
year = {2010},
booktitle = {Proceedings of FraMCoS 7},
address = {Jeju, South Korea},
}
TY - CPAPER
TI - Discrete Element Model of Concrete under high confining pressure
AU - F.V. Donzé
AU - P. Marin
AU - V.T. Tran
PY - 2010
T2 - Proceedings of FraMCoS 7
CY - Jeju, South Korea
UR - https://framcos.org/wp-content/uploads/framcos-papers/Discrete_Element_Model_of_Concrete_under_high_confining_pressure.pdf
AB - A numerical model based on a three dimensional Discrete Element Method (DEM) has been used to study the behavior of cohesive granular geomaterials such as concrete under a high confining pressure (up to 650 MPa). At this range of pressures, irreversible compaction of the material occurs and needs to be considered. Within the discontinuous nature of the model, a local constitutive law has been developed to re- produce this phenomenon quantitatively.
ER -
