Bond Behavior of Tension Bar at Lap Splice of SCC Beam

Chung Hao Wu; Ming Yuan Chen; How Ji Chen

doi:10.4028/www.scientific.net/KEM.789.126

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HomeKey Engineering MaterialsKey Engineering Materials Vol. 789Bond Behavior of Tension Bar at Lap Splice of SCC...

Bond Behavior of Tension Bar at Lap Splice of SCC Beam

Abstract:

This paper investigates the bond strength of tension lap splice in the ordinary concrete (OC)beam and self-compacted concrete (SCC) beam. A total of six beam specimens were cast for thebending test. Results indicate that the SCC beam and OC beam present similar bond strength at thelap splice of tension bar. Current code for the tension lap splice is available for the SCC beam. Bothof the SCC and OC beams with transverse stirrups could have ductile flexural behavior in the regionof tension lap splicer. Only minor spalling between reinforcing steel and concrete was found underservice loading, such that the corrosion resistance of the tension lap splice in the SCC and OC beamscould be preserved.

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Periodical:

Key Engineering Materials (Volume 789)

Pages:

126-130

DOI:

https://doi.org/10.4028/www.scientific.net/KEM.789.126

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Online since:

November 2018

Authors:

Chung Hao Wu*, Ming Yuan Chen, How Ji Chen

Keywords:

Bond Strength, Lap Splice, Reinforcement Concrete Beam, Self-Compacting Concrete (SCC), Tension Steel

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References

[1] T. Ichinose, Y. Kanayama, Y. Inoue, J. E. Bolander, Size effect on bond strength of deformed bars, Constr. Build. Mater. 18 (2004) 549-558.

DOI: 10.1016/j.conbuildmat.2004.03.014

Google Scholar

[2] ACI Committee 408, State-of-the-art report on bond under cyclic loads (ACI 408.2R92), Detroit: American Concrete Institute. (1992) 32.

Google Scholar

[3] ACI Committee 408, Bond and development of straight reinforcement in tension (ACI 408.R-03), Farmington Hills (MI): American Concrete Institute. (2003) 49.

Google Scholar

[4] C. O. Orangun, J. O. Jirsa and J. E. Breen, Reevaluation of test data on development length and splices, ACI J. Proc 74(3) (1977) 114-122.

Google Scholar

[5] ACI Committee 318, Building code requirements for reinforced concrete and commentary (ACI 318-2014/ACI 318R-02), Detroit: American Concrete Institute. (2014).

DOI: 10.1016/0262-5075(85)90031-4

Google Scholar

[6] J. Zuo and D. Darwin, Splice strength of conventional and high relative rib area bars and high-strength concrete, ACI Struct. J. 97(4) (2000) 630-641.

DOI: 10.14359/7428

Google Scholar