@article{MAKHILLJEAS20072412751,
    title = {Effect of the Steel Fibres into a High Performance Concrete (HPC) Matrix: Experimental Study},
    journal = {Journal of Engineering and Applied Sciences},
    volume = {2},
    number = {4},
    pages = {771-774},
    year = {2007},
    issn = {1816-949x},
    doi = {jeasci.2007.771.774},
    url = {https://makhillpublications.co/view-article.php?issn=1816-949x&doi=jeasci.2007.771.774},
    author = {Riad Zeghib and},
    keywords = {HPC,steel fibre,energy,ductility,slab,prism,bending test},
    abstract = {The lack of means of characterisation and calculation proper to steel fibre reinforced concrete does not at present allow a rational exploitation of this material but it has not, however, prevented its development in various fields. The aim of this research work is to study the steel fibre behaviour into a HPC matrix. Our approach is based on experiment on the following test specimens: Prisms : 14×14×56 cm and slabs : 60×60×10 cm. The steel fibres have been incorporated at random in HPC matrix to silica fumes. The compressive strength after 28 days is about 80 MPa. The prisms were tested on a 4 points bending; as for the slabs, they were resting on 4 sides and loaded in the centre by a square block of 10 cm on each side.}
    }