Numerical Dynamic Simulations for the Prediction of Damage and Loss of Capacity of RC Column Subjected to Contact Detonations

A. Rouquand, M. Arlery, S. Chhim (2013). "Numerical Dynamic Simulations for the Prediction of Damage and Loss of Capacity of RC Column Subjected to Contact Detonations." In Proceedings of FraMCoS 8, Toledo, Spain.

A. Rouquand, M. Arlery, S. Chhim. "Numerical Dynamic Simulations for the Prediction of Damage and Loss of Capacity of RC Column Subjected to Contact Detonations." Paper presented at FraMCoS 8, Toledo, Spain, 2013.

A. Rouquand, M. Arlery, S. Chhim, "Numerical Dynamic Simulations for the Prediction of Damage and Loss of Capacity of RC Column Subjected to Contact Detonations," in Proc. FraMCoS 8, Toledo, Spain, 2013.

@inproceedings{a-rouquand2013,
  title     = {Numerical Dynamic Simulations for the Prediction of Damage and Loss of Capacity of RC Column Subjected to Contact Detonations},
  author    = {A. Rouquand, M. Arlery, S. Chhim},
  year      = {2013},
  booktitle = {Proceedings of FraMCoS 8},
  address   = {Toledo, Spain},
}

TY  - CPAPER
TI  - Numerical Dynamic Simulations for the Prediction of Damage and Loss of Capacity of RC Column Subjected to Contact Detonations
AU  - A. Rouquand
AU  - M. Arlery
AU  - S. Chhim
PY  - 2013
T2  - Proceedings of FraMCoS 8
CY  - Toledo, Spain
UR  - https://framcos.org/wp-content/uploads/framcos-papers/FraMCoS-8_Numerical_Dynamic_Simulations_for_the_Prediction_of_Damage_and_Loss_of_Capacity_.pdf
AB  - The assessment of dynamic response and residual capacity of reinforced concrete (RC) columns to blast load is decisive for protection of buildings, especially regarding progressive collapse risk. In the case of explosive devices placed next to a critical structural element, complex and extreme loading is applied on the nearby system and the material response is characterized by high non-linearities.In this study, detailed weak-coupled fluid dynamics and finite element calculations are first used to investigate several scenarios of blast loading and RC columns response for contact detonations from 2.5 kg to 500 kg in a generic building. A general damage criterion…
ER  -