TY  - JOUR
T1  - Effect of the Steel Fibres into a High Performance Concrete (HPC) Matrix: Experimental Study
AU - , Riad Zeghib AU - , Mohamed Nacer-Bey 
JO  - Journal of Engineering and Applied Sciences
VL  - 2
IS  - 4
SP  - 771
EP  - 774
PY  - 2007
DA  - 2001/08/19
SN  - 1816-949x
DO  - jeasci.2007.771.774
UR  - https://makhillpublications.co/view-article.php?doi=jeasci.2007.771.774
KW  - HPC
KW  -steel fibre
KW  -energy
KW  -ductility
KW  -slab
KW  -prism
KW  -bending test
AB  - 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.
ER  -