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The average ± standard deviation bondline thickness was 0.26±0.06 mm. Figure 2 Bonded test panels.
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Moreover, bonding tests between the cable and conventional concrete were performed.
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.
The bond test revealed poor bonding of the plies.
During the experimental campaign, bond tests were performed in push-in (TL bond test) and pull-out (FB bond test) types of specimens.
We briefly evaluated the bonding strength of test wafers after the bonding test.
Two-way ANOVA of the bond strength (MPa) testing data (bond tests and bracket materials) revealed that the bond strength was significantly affected by the bond test method and by type of bracket material (P < 0.001).
AR1 and AR2 represent Arellano and Bond test (1991) for autocorrelation in first difference errors.
Table 1 RILEM beam bond test variable parameters, specimen details and concrete properties.
A shear bond test was conducted after 24 h (n = 16 per group).
Nevertheless, the Arellano-Bond test does not confirm the presence of a second-order autocorrelation.
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