Implication of Unbondedness in Reinforced Concrete Beams

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In this paper, behaviour of nine (09) RC beams (including two control beams) after unbonding and exposing flexural reinforcement has been studied which were intentionally designed and detailed to observe flexural and shear failure. Beams have been divided into three groups based on failure mode and unbounded and exposed reinforcement. Beams have been tested under two-point loading up to failure. Experimental results are compared in terms of beam behaviour with respect to flexural capacity and failure mode which revealed that the exposed reinforcement does not altered flexural capacity significantly and unbondedness positively influences shear strength; however, serviceability performance of beams with unbonded and exposed reinforcement is less.

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Edited by:

Catalina Spataru

Pages:

36-41

Citation:

S.F.A. Rafeeqi et al., "Implication of Unbondedness in Reinforced Concrete Beams", Advanced Materials Research, Vol. 587, pp. 36-41, 2012

Online since:

November 2012

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$38.00

[1] J. Cairns, in: Proc. Engineering Experimental Station Bulletin, pp.499-504, (1995).

[2] H. Sharaf and K. Soudki, in: Proc. CSCE 30th Annual Conf., Canadian Society for Civil Engineering, Montréal, (2002).

[3] J. Eyre and M. Nokhasteh, in: Proc. ICE-Structures and Buildings, vol. 94, pp.197-203, (1992).

[4] ACI Committee, Building code requirements for structural concrete (ACI 318-05) and commentary (ACI 318R-05), (2005).

DOI: https://doi.org/10.1061/(asce)1076-0431(1996)2:3(120.3)

[5] J. Cairns and S. Rafeeqi, Constr. Build. Mater., vol. 11, pp.309-317, (1997).