A feasibility study of detecting reinforcing-bar debonding by acoustic-emission technique
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Acoustic emissions (AE) detected by two transducers mounted on a reinforcing bar in a reinforced-concrete block, which is subjected to cyclic tension-compression loading, are used to assess the locations of re-bar debonding. Preliminary uniaxial-tension tests of the re-bar were conducted to establish the proper level of AE sensitivity which was then verified by uniaxial-tension tests of re-bar embedded in a concrete block. The main tests consist of simulated beamcolumn connection with a 90-deg hooked No. 8 Grade 60 rebar subjected to various cyclic-loading histories. Reasonably good correlations were established between the debonding regions indicated by the AE signals and those detached by dye injected into the cracked concrete.
[1] James O. Jirsa,et al. REINFORCED CONCRETE BEAMS UNDER LOAD REVERSALS , 1971 .
[2] Neil M. Hawkins,et al. ANCHORAGE OF REINFORCING BARS FOR SEISMIC FORCES , 1977 .
[3] N. W. Hanson,et al. Seismic Resistance of Reinforced Concrete Beam-Column Joints , 1967 .
[4] Norman W. Hanson,et al. Seismic Resistance of Concrete Frames with Grade 60 Reinforcement , 1971 .