A study on the behaviour of interfacial shear bond strength between the concrete layers
1
National Institute of Technology, Warangal-506 004, Telangana, India
Publication date: 2016-03-01
Cement Wapno Beton 21(2) 86-95 (2016)
ACKNOWLEDGEMENTS
The authors wish to acknowledge the support of faculty, staff and students of Structures division, NIT, Warangal.
REFERENCES (6)
1.
M. Gohnert, Horizontal shear transfer across a roughened surface, Elsevier, Cem.Concrete. Comp., 25, 3, 379-385 (2003).
2.
H. Costa, P. Santos, E. Julio, Bond Strength of Normal-to-Lightweight Concrete Interfaces, part of the research project “Intelligent Super Skin - Enhanced Durability for Concrete Members” funded by the Portuguese Science and Technology Foundation (FCT) with reference PTDC/ ECM/098497/2008.
3.
IS 2770, Methods of Testing Bond Strength in ReinforcedConcrete- Part I, Bureau of Indian Standards, New Delhi, India1997.
4.
P. Paramasivam, K. C. Ong, W. Xu, “Mechanical Behavior of the Interface between Substrate and Repair Material”, pp.71-90, ACI SP-206, April 1, 2002.
5.
P. Santos, Assessment of the Shear Strength between Concrete Layers. PhD Thesis. University of Coimbra, Portugal 2009.
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G. Saravanan, C. A. Jeyasehar, S.Kandasamy, Flyash Based Geopolymer Concrete–A State of the Art Review, Journal of Engineering Science and Technology Review, 6, 1, 25-32 (2013).
| ISSN: | 1425-8129 |
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