SFRC bending behaviour at high temperatures: An experimental investigation

M. Colombo, M. Di Prisco, R. Felicetti (2007). "SFRC bending behaviour at high temperatures: An experimental investigation." In Proceedings of FraMCoS 6, Catania, Italy.

M. Colombo, M. Di Prisco, R. Felicetti. "SFRC bending behaviour at high temperatures: An experimental investigation." Paper presented at FraMCoS 6, Catania, Italy, 2007.

M. Colombo, M. Di Prisco, R. Felicetti, "SFRC bending behaviour at high temperatures: An experimental investigation," in Proc. FraMCoS 6, Catania, Italy, 2007.

@inproceedings{m-colombo2007,
  title     = {SFRC bending behaviour at high temperatures: An experimental investigation},
  author    = {M. Colombo, M. Di Prisco, R. Felicetti},
  year      = {2007},
  booktitle = {Proceedings of FraMCoS 6},
  address   = {Catania, Italy},
}

TY  - CPAPER
TI  - SFRC bending behaviour at high temperatures: An experimental investigation
AU  - M. Colombo
AU  - M. Di Prisco
AU  - R. Felicetti
PY  - 2007
T2  - Proceedings of FraMCoS 6
CY  - Catania, Italy
UR  - https://framcos.org/wp-content/uploads/framcos-papers/SFRC_bending_behaviour_at_high_temperatures_An_experimental_investigation.pdf
AB  - Steel fibre reinforced concrete (SFRC) is increasingly considered as a profitable replacement for diffused reinforcement like welded steel mesh, especially for thin cross sections. In this case fire becomes a very important condition in the design. Previous experimental research showed the benefits in fire resistance of steel fibres when structural elements are bent. A more complete mechanical characterization of the mate- rial, when exposed to high temperature, is here presented. The research was instrumental to validate the fire design approach suggested in the recent Italian National Recommendations (CNR-DT 204/06) for design of fibre reinforced concrete structures. Particular attention is given…
ER  -