Shear performance of polypropylene fiber reinforced high-strength self-compacting concrete beams

This paper consists of two parts, the first one look for producing self-compacting polypropylene fibrous concrete (PFSCC) with reasonable passing, filling and flow abilities and segregation resistance. Limestone powder with particle size less than ۷۵μm was used to increase the fines fraction in the mix. The second part of this study, deals with the effect of adding polypropylene fibers and the shear strength of self-compacted reinforced concrete beams. Eighteen beams were cast which were ۱.۸ m long, ۱۵۰ mm wide, and with overall depth of ۲۰۰ mm. Four volume percentages of polypropylene fibers were used, ۰, ۰.۱, ۰.۲ and ۰.۳ percent of cementitious materials weight. The test results showed that the polypropylene fibers have not serious adverse effect on the fresh properties and this effect was reduced by using plasticizer. Moreover, although the polypropylene fibers improved the tension properties of the hardened concrete, don`t have impact on compression properties. The test results showed that the presence of polypropylene fibers increased the cracking shear stress and the shear strength and this increase depends on the volume fraction of the fibers.

Keywords:

Shear performance , high-strength self-compacting concrete , polypropylene fiber.