This study assessed the use of pre-soaked expanded perlite aggregate (PS-EPA) on the self-healing of cementitious composites by replacing a proportion of normal aggregate with PS-EPA at different replacement rates. Specimens with and without PS-EPA were stored in water for 28 d and then mechanical loading was applied to produce specimen deterioration. At the age of 28 d, pre-loaded and sound specimens were exposed to continuous air (CA) exposure for 30 d. The degree of deterioration as a result of mechanical pre-loading and the degree of self-healing were determined via characterisation of crack numbers and widths, transport (chloride ion permeability) and mechanical properties (splitting tensile strength), and specimens with and without PS-EPA were compared. The test results revealed that increased PS-EPA content significantly improved the compressive strength and chloride ion permeability of specimens, and that it further enhanced the hydration and healing capability of specimens under CA exposure after pre-loading.
Article navigation
April 2014
Research Article|
April 01 2014
Self-healing ability of cementitious composites: effect of addition of pre-soaked expanded perlite Available to Purchase
Mustafa Şahmaran;
Mustafa Şahmaran
Associate Professor, Civil Engineering Department, Gazi University, Ankara, Turkey
Search for other works by this author on:
Gurkan Yildirim;
Gurkan Yildirim
PhD Student and Research Assistant, Civil Engineering Department, Gazi University, Ankara, Turkey
Search for other works by this author on:
Erdogan Ozbay;
Erdogan Ozbay
Associate Professor, Civil Engineering Department, Mustafa Kemal University, Antakya, Turkey
Search for other works by this author on:
Karwan Ahmed;
Karwan Ahmed
MSc Student, Civil Engineering Department, Gaziantep University, Gaziantep, Turkey
Search for other works by this author on:
Mohamed Lachemi
Mohamed Lachemi
Professor, Civil Engineering Department, Ryerson University, Toronto, ON, Canada
Search for other works by this author on:
Publisher: Emerald Publishing
Revision Received:
September 12 2013
Revision Requested:
October 27 2013
Accepted:
December 13 2013
Online ISSN: 1751-763X
Print ISSN: 0024-9831
ICE Publishing: All rights reserved
2014
Magazine of Concrete Research (2014) 66 (8): 409–419.
Article history
Revision Received:
September 12 2013
Revision Requested:
October 27 2013
Accepted:
December 13 2013
Citation
Şahmaran M, Yildirim G, Ozbay E, Ahmed K, Lachemi M (2014), "Self-healing ability of cementitious composites: effect of addition of pre-soaked expanded perlite ". Magazine of Concrete Research, Vol. 66 No. 8 pp. 409–419, doi: https://doi.org/10.1680/macr.13.00250
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.
