The Impact of Rheology on the Mechanical Performance of Steel Fiber-Reinforced Concrete

摘要

Fibers are added to concrete to bridge cracks, in order to improve mechanical behavior from brittle to pseudo-plastic. Uniform dispersion of fibers is known to be critical, to avoid weak planes and the influence of self-compacting ability of fiber-reinforced concrete (FRC) on fiber dispersion has been studied and reported in the literature to some extent. A self-compacting (SCFRC) and a normal workability FRC (NFRC) was designed and tested systematically. Indirect assessment of fiber dispersion and orientation was performed by mechanical testing on small specimens, to study the influence on mechanical performance. The results show superiority of SCFRC in flexure.