The research project reported on is concerned with the effect of modification of the surface of polypropylene fibre by a new chemical treatment process, oxyfluorination, on the properties of polypropylene fibre reinforced concrete. As a world first, the interfacial bond of polypropylene 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–base interaction concept. The contact angle of water on the polypropylene fibre surface as well as fibre surface free energy components were measured. 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 properties and impact resistance of the fibrous concrete, reinforced with different types of oxyfluorinated polypropylene fibres, were determined and compared with those of untreated polypropylene fibre reinforced concrete. The results confirmed that the surface modification largely improves the mechanical performance of the fibrous concretes. Restrained plastic and drying shrinkage cracking tests, using restrained slab specimens and steel ring restrained specimens, indicated that the surface oxyfluorinated fibres possess a higher shrinkage cracking resistance than do unmodified fibres. The effect of surface oxyfluorination on the fibre/concrete matrix interfacial bondings was investigated using a fibre pull-out test. A mechanism for this interfacial bonding improvement 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 application tests were conducted and the good results that were achieved are presented.
Article navigation
September 1998
Research Article|
September 01 1998
Surface modified polypropylene fibres for use in concrete Available to Purchase
L. Tu;
Rand Afrikaans University; Atomic Energy Corporation of South Africa Limited
Search for other works by this author on:
D. Kruger;
Rand Afrikaans University; Atomic Energy Corporation of South Africa Limited
Search for other works by this author on:
J. B. Wagener;
Rand Afrikaans University; Atomic Energy Corporation of South Africa Limited
Search for other works by this author on:
P. A. B. Carstens
Rand Afrikaans University; Atomic Energy Corporation of South Africa Limited
Search for other works by this author on:
*
Rand Afrikaans University, PO Box 524, Auckland Park, Johannesburg 2006, Republic of South Africa.
†
Atomic Energy Corporation of South Africa Limited, PO Box 582, Pretoria 0001, Republic of South Africa.
Publisher: Emerald Publishing
Online ISSN: 1751-763X
Print ISSN: 0024-9831
© 1998 Thomas Telford Ltd
1998
Magazine of Concrete Research (1998) 50 (3): 209–217.
Citation
Tu L, Kruger D, Wagener JB, Carstens PAB (1998), "Surface modified polypropylene fibres for use in concrete". Magazine of Concrete Research, Vol. 50 No. 3 pp. 209–217, doi: https://doi.org/10.1680/macr.1998.50.3.209
Download citation file:
Suggested Reading
Modelling bond strength of corroded plain bar reinforcement in concrete
Structural Concrete (September,2007)
The use of prestressed concrete piles to support integral abutments
Structural Concrete (September,2007)
Concrete members with plate reinforcement: mechanical bond analysis
Structural Concrete (December,2007)
Bond behaviour of NSM FRP strips in service
Structural Concrete (September,2008)
Failure analysis of a thin-webbed girder of post-tensioned concrete
Structural Concrete (March,2006)
Related Chapters
LIGHT WEIGHT CONCRETE APPLICATION IN BRIDGES
Concrete for Transportation Infrastructure: Proceedings of the International Conference held at the University of Dundee, Scotland, UK on 5–7 July 2005
CONCRETE FOOTBRIDGES
Concrete for Transportation Infrastructure: Proceedings of the International Conference held at the University of Dundee, Scotland, UK on 5–7 July 2005
A new assessment model for shear in reinforced concrete bridges with short anchorage lengths
Bridge Management 5: Inspection, maintenance, assessment and repair: Proceedings of the 5th International Conference on Bridge Management, organized by the University of Surrey, 11–13 April 2005
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
