[1] Orangun CO, Jirsa IO, Breen JE, “A re-evaluation of test data on development length and splices”, ACI Journal, 74 (3), 114–122, 1977.
[2] Robert P, Thomas P, “Reinforced Concrete Structures”, John Wiley & Sons, New York, 1975.
[3] Mousa MI, “Effect of bond loss of tension reinforcement on the flexural behaviour of reinforced concrete beams”, HBRC Journal, 12, 235–241, 2016.
[4] Mousavi SS, Dehestani M, Mousavi KK, “Bond strength and development length of steel bar in unconfined self-consolidating concrete”, Eng. Struct., 131, 587–98, 2017.
[5]. Chu S H, Kwan A K H, “A new method for pull out test of reinforcing bars in plain and fiber reinforced concrete”, Engineering Structures, 164, 82–91, 2018.
[6] Looney T J, Arezoumandi M, Volz J, and Myers J, “An Experimental Study on Bond Strength of Reinforcing Steel in Self-Consolidating Concrete”, International Journal of Concrete Structures and Materials, 6(3),187–197, 2012.
[7] Ahmed MD, Hafez E, Elyamany, Mostafa AH, Hazem MA, “Bond behavior and assessment of design ultimate bond stress of normal and high strength concrete”, Alexandria Engineering Journal, 53, 355–371, 2014.
[8] Esfahani MR, HakemI A, “Bond strength of reinforcing bars in self-consolidating concrete (SCC) made with recycled aggregates”, Sharif journal of civil engineering, 2-27 (2), 93-99, 2011.
[9] Foroughi-Asl A, Dilmaghani S, Famili H, “Bond strength of reinforcement steel in self-compacting concrete”, International Journal of Civil Engineering, 6(1), 24–33, 2008.
[10] Hassan A, Hossain K, Lachemi M, “Bond strength of deformed bars in large reinforced concrete members cast with industrial self-consolidating concrete mixture”, Journal of Construction and Building Materials, 24(4), 520–530, 2010.
[11] Turk K, Benli A, Calayir Y, “Bond strength of tension lap-splices in full scale self-consolidating concrete beams”, Turkish Journal of Engineering and Environmental Sciences, 32, 377–386, 2008.
[12] Castel A, Vidal T, Francois R, "Bond and cracking properties of self-consolidating concrete”, Journal of Construction and Building Materials, 24(7), 1222–1231, 2010.
[13] Bilek V, Bonczková S, Hurta J, Pytlík D, Mrovec M, “Bond Strength Between Reinforcing Steel and Different Types of Concrete”, Procedia Engineering, 190, 243 – 247, 2017.
[14] Nematinejad M, Eskandari-Naddaf H, Tadayonfar G, Saghi, H, “ANN Prediction of bond strength between steel rebar and concrete containing micro-silica, nano-silica and fibers”, Concrete research, 10(2), 47-57, 2017.
[15] Hadi M., Bond of high strength concrete with high strength reinforcing steel, The Open Civil Engineering Journal, 2, 143-147, 2008.
[16] Kabir R, Islam M, “Bond stress behavior between concrete and steel rebar: Critical investigation of pull-out test via Finite Element Modeling”, International journal of civil and structural engineering, 5(1), 80-90, 2014.
[17] Sureshbabu N. and Mathew G. Influence of temperature on bond–slip characteristics of concrete
[18] Dybeł P., Effect of casting direction on bond of reinforcement in High Performance Self-Compacting Concrete (HPSCC), MATEC Web of Conferences 262, 06004. 2019.
[19] Tepfers R and De Lorenzis L., “Bond of FRP reinforcement in concrete”, Journal of Mechanics of Composite Materials, 39(4), 447-496, 2003.
[20] Tepfers R, “Bond clause proposal for FRPbars/rods in concrete based on CEB/FIP Model Code 90. Part 1: design bond stress for FRP reinforcing bars”, Struct Concrete, 7(2), 47-55, 2006.
[21] Hao QD, Wang YL, Zhang ZC, “Bond strength improvement of GFRP rebars with different rib geometries”, J Zhejiang Univ Sci A, 8(9): 1356-1365, 2007.
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