“BOND PROPERTIES OF STEEL FIBRE CONCRETE WITH MINERAL ADMIXTURE”
Keywords:
Ordinary Portland Cement, Silica Fume, Steel Fiber, Bond Strength. Universal, Testing MachineAbstract
The aim of this paper is to study the behavior of M-30 grade of concrete to determine the bond strength by partially replacement of cement by mineral admixture such as silica fume and also added steel fiber. Cement was partially replaced by silica fume in 0%,10% and 20% by weight. The tests were performed according to Bureau of Indian standards ( IS : 2770 ( Part I ) ). The results thus obtained were compared and examined with respect to the control specimen. The optimum percentage of partially replacing cement by silica fume was 10% which showed the maximum improvement in bond.
References
. S.Bhaskar, Ravindra Gettu, “Strength, bond and durability related properties of concretes with mineral admixtures” for Indian concrete journal, ( Feb 2012) .
S. Bhaskar , A.Chellanppan “ Different bond test procedures and bond behaviour of rebars in concrete, serc research reports no. mlp-12841-rr-02 ,September,2007.
S.Bhaskar, J. Prabakar “Effect of rebar corrosion on the behavior of bond in concrete, The Indian concrete journal, vol.80(9) 2006.
V.Sarawarhy and Ha-Won Song, Corrosion performance of rise husk ash blended concrete, Construction and Building Maerials,2007.
ACI Committee 318. _2005_. “Building code requirements for reinforced
concrete and commentary.” ACI 318-2002/ACI 318R-5, American
Concrete Institute, Farmington Hills, Mich.
ACI Committee 408. _2003_. “Bond and development of straight reinforcement in tension.” ACI 408.R-03, American Concrete Institute,
Farmington Hills, Mich., 49.
Yu-Chen Ou, Mu-Sen Tsai, “Compressive Behavior of Steel-Fiber-ReinforcedConcrete with a High Reinforcing” index journal of materials in civil engineering © asce / february 2012 / 207”
S.H. Bilal, S.I.mahar “bond strength of reinforcement in high performance concrete, The role of silica fume, casting position, and superplasticizer dosage” ACI Material journal,1998.
James H.Haido “ Bond Strength of Concrete With The Reinforcement Bars Pullout With Oil” European Scientific Journal February 2013 edition vol.9, No.6 ISSN: 1857 – 7881
Valcuende, M & Parra, “Bond behaviour of reinforcement in self-compacting concretes”, Construction and Building Materials, 2009, vol. 23, no. 1, pp. 162–170.
Assaad, JJ & Issa, CA 2012, 'Bond strength of epoxy-coated bars in underwater concrete', Construction and Building Materials, vol. 30, pp. 667–674.
Fang, C, Lundgren, K, Plos, M & Gylltoft, K 2006, 'Bond behaviour of corroded reinforcing steel bars in concrete', Cement and Concrete Research, vol. 36, no. 10, pp. 1931–1938.
Foroughi, A, Dilmaghani, S & Famili, H 2008, 'Bond reinforcement steel in self compacting concrete', International Journal of Civil Engineering, vol. 6, no. 1, pp. 24-33.
H. Sezen, J.P. Moehle, Bond slip behavior of reinforced concrete members. 2003,
F. Focacci, A. Nanni, C.E. Bakis, “Local bond slip relationship for FRP reinforcement in concrete”, J. Composite Construct., ASCE,vol. 4(1) pp. 24-31, 2004.
S. Khalfallah, S. Hamimed, “Bond-slip analysis of reinforcedconcrete members”. Eur. J. Civil Eng., vol. 9, N°4, pp. 509-521,2005.
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