Fiber-Matrix Bond Characteristics of Alkali-Activated Slag Cement–Based Composites
Publication: Journal of Materials in Civil Engineering
Volume 28, Issue 11
Abstract
Fiber-matrix bond properties of alkali-activated slag cements (AASC)–based composites have not been studied comprehensively in literature. Within the scope of this study, the effects of AASC matrix phase composition and the silicate modulus of activator solution on the pullout behavior of steel fiber were investigated under water- and steam-curing conditions. Test results showed that AASC have a superior bond strength compared to portland cement (PC). Bond strength of AASC mortars with a compressive strength greater than 18 MPa were found higher than that of PC mortar with a compressive strength of 55 MPa. When the compressive strength of AASCs is higher than 40 MPa, the bond strength of AASC exceeds the bond strength of PC mortars that have compressive strength of 120 MPa. Microstructural analysis revealed that the map cracking in the fiber-matrix transition zone, which was induced by high drying shrinkage of AASC, can be eliminated by incorporating pozzolans. Consequently, it is possible to produce much higher-performance fiber-reinforced composites by using AASC owing to its superior adherence to steel fiber.
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Acknowledgments
This study is carried out by financial support of TÜBİTAK MAG, project No: 112M262. Special thanks to TÜBİTAK for their support and financial aids. Also, the author acknowledges to Mr. Mehmet YERLIKAYA from Bekaert (Turkey) for his material support.
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© 2016 American Society of Civil Engineers.
History
Received: Nov 30, 2015
Accepted: Mar 4, 2016
Published online: Jun 9, 2016
Published in print: Nov 1, 2016
Discussion open until: Nov 9, 2016
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