Contribution of a Concrete Compaction Model to an Impact Problem

F. Gatuingt, G. Pijaudier-Cabot, L. Daudeville, N. Burlion, T. Bouet (1998). "Contribution of a Concrete Compaction Model to an Impact Problem." In Proceedings of FraMCoS 3, Gifu, Japan.

F. Gatuingt, G. Pijaudier-Cabot, L. Daudeville, N. Burlion, T. Bouet. "Contribution of a Concrete Compaction Model to an Impact Problem." Paper presented at FraMCoS 3, Gifu, Japan, 1998.

F. Gatuingt, G. Pijaudier-Cabot, L. Daudeville, N. Burlion, T. Bouet, "Contribution of a Concrete Compaction Model to an Impact Problem," in Proc. FraMCoS 3, Gifu, Japan, 1998.

@inproceedings{f-gatuingt1998,
  title     = {Contribution of a Concrete Compaction Model to an Impact Problem},
  author    = {F. Gatuingt, G. Pijaudier-Cabot, L. Daudeville, N. Burlion, T. Bouet},
  year      = {1998},
  booktitle = {Proceedings of FraMCoS 3},
  address   = {Gifu, Japan},
}

TY  - CPAPER
TI  - Contribution of a Concrete Compaction Model to an Impact Problem
AU  - F. Gatuingt
AU  - G. Pijaudier-Cabot
AU  - L. Daudeville
AU  - N. Burlion
AU  - T. Bouet
PY  - 1998
T2  - Proceedings of FraMCoS 3
CY  - Gifu, Japan
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Contribution_of_a_Concrete_Compaction_Model_to_an_Impact_Problem.pdf
AB  - In the analysis of structures subjected to blasting or impacts, concrete experiences compaction, a decrease of porosity, plastic strains compression and also cracking in tension. The objective of this study is to develop a constitutive model for concrete which covers this entire range of material nonlinearity. Hence a coupled damage and plasticity constitutive model for concrete under fast dynamic loading is developed. This model is based on mechanics of porous materials, damage plasticity. The constitutive relations are presented and compared with experimental results. The computational implementation has been carried out in the Lagrangian finite element code DYNA3D. In order to…
ER  -