High strain-rate response of UHPFRC in support of impact resistant structural design

D. Forni, E. Cadoni (2019). "High strain-rate response of UHPFRC in support of impact resistant structural design." In Proceedings of FraMCoS 10, Bayonne, France.

D. Forni, E. Cadoni. "High strain-rate response of UHPFRC in support of impact resistant structural design." Paper presented at FraMCoS 10, Bayonne, France, 2019.

D. Forni, E. Cadoni, "High strain-rate response of UHPFRC in support of impact resistant structural design," in Proc. FraMCoS 10, Bayonne, France, 2019.

@inproceedings{d-forni2019,
  title     = {High strain-rate response of UHPFRC in support of impact resistant structural design},
  author    = {D. Forni, E. Cadoni},
  year      = {2019},
  booktitle = {Proceedings of FraMCoS 10},
  address   = {Bayonne, France},
}

TY  - CPAPER
TI  - High strain-rate response of UHPFRC in support of impact resistant structural design
AU  - D. Forni
AU  - E. Cadoni
PY  - 2019
T2  - Proceedings of FraMCoS 10
CY  - Bayonne, France
UR  - https://framcos.org/wp-content/uploads/framcos-papers/High_strain-rate_response_of_UHPFRC_in_support_of_impact_resistant_structural_de.pdf
AB  - Understanding the dynamic response of Ultra High Performance Fibre Reinforced Con- crete (UHPFRC) is one of the most critical issue in the design of protective structures and critical infrastructures which need to withstand explosion or impact actions. These dynamic phenomena cause a different response of the cementitious materials which must be carefully evaluated at the de- sign stage. In the frame of a research aimed to design special shields to protect buildings or critical infrastructures from the effect of IEDs (Improvised Explosive Devices) a comprehensive study on UHPFRCs’ dynamic response has been developed. In this paper are described the different…
ER  -