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As a recent research, Seo et al. (2013) performed a bond test on NSM FRP plate with various bonded lengths as well as number of shear keys.
In particular, the type of FRP reinforcement, the mechanical properties of concrete, the bonded length, the surface finishing as well as the type of bond test were considered as variable parameters.
During the experimental campaign, bond tests were performed in push-in (TL bond test) and pull-out (FB bond test) types of specimens.
The optimum dosage of SBS modified asphalt is determined by interlayer bond test.
The specimens were then subjected to single-shear bond test and the results were compared.
The bond test was carried out on twenty-four bend end test specimens.
Similar(20)
The bond strength of untensioned strands was evaluated using simple bond tests.
Consequently attempts have been made to correlate Bond Tests to classical batch grinding tests.
Further, we present results for shear bond tests conducted on two different pipe surfaces.
These characteristics are normally determined by using experimental data from small-scale bond tests.
Hence, the necessary probabilistic distributions are calibrated based on a large database of bond tests.
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