In order to investigate the effect of aggregate content and interfacial transition zone (ITZ) on the transport properties of mortar, specimens with different fine aggregate volume fractions were cast and tested. The chloride ion migration coefficient and the total chloride content of mortars were obtained using the accelerated chloride migration test and the experimental results were plotted as a function of the fine aggregate volume fraction. The results were analysed using the regression models that represent mortar as a three-phase composite material (cement paste, fine aggregate and ITZ) to estimate the transport properties of ITZ. The elastic modulus of ITZ was obtained using micromechanics method and experimental results. Based on the experimental and regression analytical results, when the assumed thickness of ITZ is 20 μm, the chloride content, chloride migration coefficient and elastic modulus of ITZ are 1·8, 1·6 and 0·2–0·4 times of the matrix properties, respectively.
Article navigation
August 2003
Research Article|
August 01 2003
Effect of the interfacial transition zone on the transport and the elastic properties of mortar
C. C. Yang
C. C. Yang
*
Institute of Materials Engineering, National Taiwan Ocean University
Keelung 202, Taiwan, ROC
Search for other works by this author on:
Publisher: Emerald Publishing
Received:
January 24 2002
Revision Received:
September 20 2002
Accepted:
December 17 2002
Online ISSN: 1751-763X
Print ISSN: 0024-9831
© 2003 Thomas Telford Ltd
2003
Magazine of Concrete Research (2003) 55 (4): 305–312.
Article history
Received:
January 24 2002
Revision Received:
September 20 2002
Accepted:
December 17 2002
Citation
Yang CC (2003), "Effect of the interfacial transition zone on the transport and the elastic properties of mortar". Magazine of Concrete Research, Vol. 55 No. 4 pp. 305–312, doi: https://doi.org/10.1680/macr.2003.55.4.305
Download citation file:
Sign in
Don't already have an account? Register
ICE Member Sign In
Log inPurchased this content as a guest? Enter your email address to restore access.
Please enter valid email address.
Email address must be 94 characters or fewer.
Pay-Per-View Access
$41.00
Rental
This article is also available for rental through DeepDyve.
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
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
COMPARISON BETWEEN MIX PROPORTIONS METHODS ON CONCRETE RESISTANCE TO CHEMICAL DEGRADATION
Repair and Renovation of Concrete Structures: Proceedings of the International Conference held at the University of Dundee, Scotland, UK on 5–6 My 2005
CHLORIDE CONCENTRATION OF 25-YEAR-OLD CONCRETE
Application of Codes, Design and Regulations: Proceedings of the International Conference held at the University of Dundee, Scotland, UK on 5–7 July 2005
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
