Experimental study on the flexural behaviour of fibre reinforced concretes strengthened with steel and macrosynthetic fibres

C. Mazzotti, M. Savoia, N. Buratti (2010). "Experimental study on the flexural behaviour of fibre reinforced concretes strengthened with steel and macrosynthetic fibres." In Proceedings of FraMCoS 7, Jeju, South Korea.

C. Mazzotti, M. Savoia, N. Buratti. "Experimental study on the flexural behaviour of fibre reinforced concretes strengthened with steel and macrosynthetic fibres." Paper presented at FraMCoS 7, Jeju, South Korea, 2010.

C. Mazzotti, M. Savoia, N. Buratti, "Experimental study on the flexural behaviour of fibre reinforced concretes strengthened with steel and macrosynthetic fibres," in Proc. FraMCoS 7, Jeju, South Korea, 2010.

@inproceedings{c-mazzotti2010,
  title     = {Experimental study on the flexural behaviour of fibre reinforced concretes strengthened with steel and macrosynthetic fibres},
  author    = {C. Mazzotti, M. Savoia, N. Buratti},
  year      = {2010},
  booktitle = {Proceedings of FraMCoS 7},
  address   = {Jeju, South Korea},
}

TY  - CPAPER
TI  - Experimental study on the flexural behaviour of fibre reinforced concretes strengthened with steel and macrosynthetic fibres
AU  - C. Mazzotti
AU  - M. Savoia
AU  - N. Buratti
PY  - 2010
T2  - Proceedings of FraMCoS 7
CY  - Jeju, South Korea
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Experimental_study_on_the_flexural_behaviour_of_fibre_reinforced_concretes_stren.pdf
AB  - Fibres are widely used to improve the flexural toughness and ductility of concrete, and they may even eliminate the need for conventional reinforcement. Steel fibres are more commonly used in structural applications while synthetic fibres are more often used to reduce crack opening due to shrinkage. Macro-synthetic fibres have been developed with the aim of creating an alternative to steel fibres in structural applications but their use is still limited. The present paper describes the results of an experimental investigation on the per- formances of concrete specimens reinforced with either steel or macro-synthetic fibres under three point bending. Test results…
ER  -