Evaluation of bond quality at the interface between steel bar and concrete using the small-dimension break-off test |
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Authors: | Yiching Lin Yu-Feng Lin Chiamen Hsiao |
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Affiliation: | (1) Department of Civil Engineering, National Chung Hsing University, 250 Kuo-Kung Rd., Taichung, 402, Taiwan;(2) Department of Civil Engineering, Chienkuo Technology University, 1 Chieh Shou N. Rd., Changhua City, Changhua, 500, Taiwan;(3) Department of Interior Design, National Taichung Institute of Technology, 129 Sanmin Rd., Sec. 3, Taichung, 404, Taiwan |
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Abstract: | This paper investigates the feasibility of using the small-dimension break-off test for evaluation of the bond quality at
the interface between steel bar and concrete. Experimental studies were performed on bar-type concrete specimens and reinforced
concrete beams. Twelve bar-type concrete specimens containing plain and deformed steel bars with different diameters were
used to develop the relationship between the break-off moment and the adhesive strength at the steel bar/concrete interface.
Subsequently, three reinforced concrete beams containing normal reinforcing bars, epoxy-coated reinforcing bars, and bars
smeared with oil to simulate various adhesive conditions at the bar/concrete interface were used to study how the break-off
moment and the bond strength were affected by the different adhesive conditions. In addition, two beam specimens containing
normal reinforcing bars were vibrated severely on a self-made shaking table shortly after initial setting of concrete to simulate
the bond damage in fresh reinforced concrete beams due to unexpected vibration or impact. Experimental results show that the
effective break-off moment has a good correlation with the adhesive strength at the interface between steel bar and concrete.
The break-off moment increases with an increase in bond strength. It is demonstrated that the small-dimension break-off test
is capable of evaluating damage at the steel bar/concrete interface. |
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