The research project reported on is concerned with the effect of modif
ication of the surface of polypropylene fibre by a new chemical treatm
ent process, oxyfluorination, on the properties of polypropylene fibre
reinforced concrete. As a world first, the interfacial bond of polypr
opylene fibres with the cementitious matrix is improved by increasing
the surface free energy of the fibre surface. The reasons for the poor
bonding between untreated polypropylene fibre and cementitious matrix
are discussed, using the fibre surface free energy and Lewis acid-bas
e interaction concept. The contact angle of water on the polypropylene
fibre surface as well as fibre surface free energy components were me
asured. This showed reduced contact angles, as well as increased acid-
base components of the surface free energy because of oxyfluorination.
Mechanical properties such as compressive strength, flexural properti
es and impact resistance of the fibrous concrete, reinforced with diff
erent types of oxyfluorinated polypropylene fibres, were determined an
d compared with those of untreated polypropylene fibre reinforced conc
rete. The results confirmed that the surface modification largely impr
oves the mechanical performance of the fibrous concretes. Restrained p
lastic and drying shrinkage cracking tests, using restrained slab spec
imens and steel ring restrained specimens, indicated that the surface
oxyfluorinated fibres possess a higher shrinkage cracking resistance t
han do unmodified fibres. The effect of surface oxyfluorination on the
fibre/concrete matrix interfacial bondings was investigated using a f
ibre pull-out test. A mechanism for this interfacial bonding improveme
nt is proposed. Oxyfluorinated polypropylene fibre surfaces and their
interfaces with concrete matrix compared with that of unmodified fibre
, were observed using scanning electronic microscopy. Some field appli
cation tests were conducted and the good results that were achieved ar
e presented.