TECHNICAL PAPERS
Dec 1, 2007

Analysis of Compatibility between Repair Material and Substrate Concrete Using Simple Beam with Third Point Loading

Publication: Journal of Materials in Civil Engineering
Volume 19, Issue 12

Abstract

Due to the availability of a wide variety of repair materials in the industry with a wide range of physical and mechanical properties, it is important to determine the compatibility of a repair material with the substrate concrete. In this paper, the writers investigate the compatibility between selected cementitious repair materials and a substrate concrete using a modified ASTM C 78 test procedure. The flexural strength and load-deflection curves of composite beams prepared with substrate concrete and repair materials were compared to the results from the substrate beam to assess the compatibility. In addition, the influence of three different types of curing conditions was evaluated on the compatibility between the repair materials and substrate concrete. Compressive strength, flexural strength, split tensile strength, and drying shrinkage of the repair materials and substrate concrete were individually measured to aid in the analysis of compatibility between repair and substrate materials. It was observed that not only did significant differences in strength between the repair material and substrate concrete cause incompatible failures, but high drying shrinkage of the repair materials was also found to cause incompatible failure. These findings validate previous research findings.

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Acknowledgments

The writers would like to acknowledge SCDOT for sponsoring the research project on rapid set patching materials, and also to the companies, Master Builders Inc., Quikrete Company, W.R.Meadows, and Bonsal American, for supplying their products to do the experiments. The contents of this paper reflect the views of the writers who are solely responsible for the facts and the accuracy of data presented herein. The contents do not necessarily reflect the official views of SCDOT.

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.
ASTM. (2004a). Standard specification for packaged, dry, rapid-hardening cementitious materials for concrete repairs, ASTM C 928-00, Volume C 4.02, Philadelphia.
Austin, S. A., and Robins, P. J. (1993). “Development of a patch test to study the behaviour of shallow concrete patch repairs.” Mag. Concrete Res., 45(164), 221–229.
Austin, S. A., Robins, P. J., and Pan, Y. (1999). “Shear bond testing of concrete repairs.” Cem. Concr. Res., 29(7), 1067–1076.
Czarnecki, L., Garbacz, A., Lukowski, P., and Clifton, J. R. (1999). “Polymer composites for repairing of Portland cement concrete—Compatible project.” NISTIR 6394, Building and Fire Research Laboratory, NIST, Gaithersburg, Md.
Emmons, P. H. (2006). “Vision 2020 repair/protection council.” Strategic Development Council, American Concrete Institute’s Concrete Research and Education Foundation, ⟨http://www.concretesdc.org/pdfs/Vision2020-Version1.0_%20May2006.pdf⟩ (Jul. 1, 2006).
Emmons, P. H., Vaysburd, A. M., and Mcdonald, J. E. (1993). “A rational approach to durable concrete repairs.” Concr. Int., 15(9), 40–45.
Knab, L., and Spring, C. B. (1989). “Evaluation of test methods for measuring the bond strength of Portland cement based repair material to concrete.” J. Cem., Concr., Aggregates (ASTM), 11(1), 3–14.
Poston, R. W., Kesner, K. E., McDonald, J. E., Vaysburd, A. M., and Emmons, P. H. (2001). “Concrete repair material performance—Laboratory study.” ACI Mater. J., 98(4), 117–125.
Vaysburd, A. M., Emmons, P. H., Mailvaganam, N. P., Mcdonald, J. E., and Bissonnette, B. (2004). “Concrete repair technology—A revised approach is needed.” Concr. Int., 26(1), 59–65.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 19Issue 12December 2007
Pages: 1060 - 1069

History

Received: Oct 18, 2006
Accepted: May 15, 2007
Published online: Dec 1, 2007
Published in print: Dec 2007

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Notes

Note. Associate Editor: David Trejo

Authors

Affiliations

Rashmi Ranjan Pattnaik
Doctoral Candidate, Dept. of Civil Engineering, Clemson Univ., Clemson, SC 29634-0911 (corresponding author). E-mail: [email protected]
Prasada Rao Rangaraju, Ph.D.
P.E.
Assistant Professor, Dept. of Civil Engineering, Clemson Univ., Clemson, SC 29634-0911. E-mail: [email protected]

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