Five twisted steel fibers (steel cord, SC) are used to improve the post-cracking behavior
of cement composites. In addition to these steel cord macrofibers, microfibers are used to enhance
the pre- and post-cracking strength and behavior. The three specific hybrid fiber blends pursued in
this investigation are SC and polyethylene (PE), SC and polypropylene (PP) as well as SC and
polyvinyl alcohol (PVA) fibers. The research results show that SC macrofibers with high ultimate
strain, strength and bond stress can bridge the macrocracks in the matrix. Therefore, cement-based
composites reinforced with SC fibers exhibit a pseudo-strain hardening in tension as a result of the
formation of multiple cracks. The microfibers improved pre-peak mechanical performance, strength,
and fracture process by delaying the formation of a macrocrack. The tensile strength, energy
consumption capacity and ductility of SC macrofibers and high elastic modulus microfiber PE
reinforced cement-based composites are tremendously improved compared to SC macrofibers with
lower elastic modulus microfibers PVA and PP.