Investigation of the Bond between Concrete Substrate and ECC Overlays
Publication: Journal of Materials in Civil Engineering
Volume 26, Issue 1
Abstract
Rigid concrete overlays have been used for smoothing damaged surfaces and/or restoring or improving the mechanical capacity of bridge decks for many years. However, engineered cementitious composites (ECCs), which demonstrate superior ductility with high strength and improved durability characteristics, are an attractive alternative to conventional overlay materials if a strong mechanical bond is formed between the overlay and the substrate material. An experimental study was performed to evaluate the bond strength between ECC overlay and an ordinary concrete substrate with smooth and rough surface textures. Microsilica concrete (MSC), generally used as an overlay material, was also prepared as a control mixture. ECC and MSC overlay mixtures were cast over the concrete substrate to determine bonding performance. Slant shear and splitting prism tests were performed with MSC and two ECC mixtures. The experimental results show that when ECC is used as an overlay material, bond strength is significantly increased compared to MSC. Under compression loading (slant shear test), the bond-strength properties of layered ECC substrate concrete cylinder specimens were greater than the strength of substrate concrete with compressive strength of around 30 MPa. However, in the case of layered MSC substrate concrete cylinder specimen, failure consistently occurred at the interface.
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Acknowledgments
The authors gratefully acknowledge the financial assistance of the Scientific and Technical Research Council (TUBITAK) of Turkey provided under project MAG-112M035, Gaziantep University Scientific Research Centre provided under project MF.10.09, and Feyzi AKKAYA Scientific Activates Supporting Fund (FABED) Young Investigator Research Award.
References
Abu-Tair, A. I., Rigden, S. R., and Burley, E. (1996). “Testing the bond between repair materials and concrete substrate.” ACI Mater. J., 93(6), 553–558.
American Concrete Institute (ACI) Committee 546. (2004). Concrete repair guide, 546R-04, Farmington Hills, MI.
Alhassan, M. A. (2007). “Performance-based aspects and structural behavior of high performance fibrous bonded concrete overlays.” Ph.D. thesis, University of Illinois, Chicago, IL.
Davalos, J. F., Ray, I., Sun, Z., and Hong, T. (2005). “Interface bond characterization of high-performance concrete overlays and substrate.” ACI Spec. Publ., 228(2), 917–932.
Espeche, A. D., and León, J. (2011). “Estimation of bond strength envelopes for old-to-new concrete interfaces based on a cylinder splitting test.” Constr. Build. Mater., 25(3), 1222–1235.
Geissert, D. G., Li, S. E., Frantz, G. C., and Stephens, J. E. (1999). “Splitting prism test method to evaluate concrete-to-concrete bond strength.” ACI Mater. J., 96(3), 359–366.
Harris, D. K., Sarkar, J., and Ahlborn, T. M. (2011a). “Characterization of interface bond of ultra-high-performance concrete bridge deck overlays.”, Transportation Research Board, Washington, DC, 40–49.
Harris, D. K., Sarkar, J., and Ahlborn, T. M. (2011b). “Interface bond characterization of ultra high performance concrete overlays.” Transportation Research Board 90th Annual Meeting, National Academy Press, Washington, DC.
Issa, M. A., and Alrousan, R. (2008). “High performance bonded concrete overlays.” Int. Conf. on Construction and Building Technology (ICCBT), Recent Developments in Building Technology, ICCBT, Kuala Lumpur, Malaysia, 1–20.
Lepech, M. D., and Li, V. C. (2010). “Sustainable pavement overlays using engineered cementitious composites.” Int. J. Pavement Res. Technol., 3(5), 241–250.
Li, S., Geissert, D. G., Li, S. E., Frantz, G. C., and Stephens, E. J. (1997). “Durability and bond of high-performance concrete and repaired Portland cement concrete.” Joint Highway Research Advisory Council, project JHR97-257, University of Connecticut, Storrs, CT.
Li, V. C., Wang, S., and Wu, C. (2001). “Tensile strain-hardening behavior of PVA-ECC.” ACI Mater. J., 98(6), 483–492.
Lim, Y. M., and Li, V. C. (1997). “Durable repair of aged infrastructures using trapping mechanism of engineered cementitious composites.” Cem. Concr. Compos., 19(4), 373–385.
Michigan Department of Transportation. (2009). MDOT Bridge Design Manual, Lansing, MI.
Mokarem, D. W., Lane, D. S., Ozyıldırım, H. C., and Sprinkel, M. M. (2008). “Measurement of early age shrinkage of Virginia concrete mixtures.”, Virginia Transportation Research Council, Charlottesville, VA.
Momayez, A., Ehsani, M. R., Ramezanianpour, A. A., and Rajaie, H. (2005). “Comparison of methods for evaluating bond strength between concrete substrate and repair materials.” Cem. Concr. Res., 35(4), 748–757.
Ozyıldırım, C., and Gomez, J. P. (1999). “High-performance concrete in a bridge in Richlands, Virginia.”, Virginia Transportation Research Council, Charlottesville, VA.
Qian, S., et al. (2009). “Self-healing behavior of strain hardening cementitious composites incorporating local waste materials.” Cem. Concr. Compos., 31(9), 613–621.
Sahmaran, M., and Li, V. C. (2009). “Durability properties of micro-cracked ECC containing high volumes fly ash.” Cem. Concr. Res., 39(11), 1033–1043.
Saucier, F., Bastien, J., Pigeon, M., and Fafard, M. (1991). “Combined shear-compression device to measure concrete-to-concrete bonding.” Exp. Tech., 15(5), 50–55.
Silfwerbrand, J. (2003). “Shear bond strength in repaired concrete structures.” Mater. Struct., 36(6), 419–424.
Sprinkel, M. (2004). “Performance specification for high performance concrete overlays on bridges.”, Virginia Transportation Research Council, Charlottesville, VA.
Wall, J. S., and Shrive, N. G. (1988). “Factors affecting bond between new and old concrete.” ACI Mater. J., 85(2), 117–125.
Wang, S., and Li, V. C. (2007). “Engineered cementitious composites with high-volume fly ash.” ACI Mater. J., 104(3), 233–241.
Yucel, H. E., Şahmaran, M., Jashami, H., Guler, M., and Yaman, I. O. (2013). “Thin ECC overlay systems for rehabilitation of rigid concrete pavements.” Mag. Concr. Res., 65(2), 108–120.
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© 2014 American Society of Civil Engineers.
History
Received: Nov 15, 2012
Accepted: Feb 15, 2013
Published online: Feb 18, 2013
Discussion open until: Jul 18, 2013
Published in print: Jan 1, 2014
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