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The results were compared with those obtained by testing K-joint specimens of Circular Hollow Section (CHS) truss structures with the same size.
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A specimen of circular substrate concrete plate with a frustum hole in the center was designed firstly, then the repair material was cast into the hole in a certain height, and lastly, the bond performance was assessed by checking the bond appearance, and testing the permeability and bond strength of the interface.
Finally, the established models are compared with micro computed tomography (μ-CT) scans of a dry specimen of the circular braided preform.
In general, the ductility and energy dissipation ability of specimens with circular sections are higher than those of the specimens with square sections.
For each concrete mixing, the aspect ratios of specimens with circular or square sections were 1.0 and 2.0, while the lateral dimensions of specimens varied from 50 mm to 400 mm.
At each concrete mix, the aspect ratios of specimens with circular or square sections were 1.0 and 2.0.
In addition, predictions of lateral strain-axial strain response by some existing models were compared with the experimental results of PET FRP-confined circular specimens of this study.
Tube samples and other circular specimens of different dimensions were produced using this machine for the different mechanical tests and applications.
Test results demonstrated that jacketing with a thin layer of the RPC enhanced significantly the ultimate axial and flexural loads as well as energy absorption of circular RC column specimens.
Open image in new window Fig. 17 Lateral force drift ratio hysteretic response of circular SRCFT and CFT specimens.
Figure 15 shows the strength increment percentage of circular and square SRCFT specimens in comparison with the superposed strength of reinforcing steel section and CFT specimen (St.Steel + CFT) of corresponding SRCFT specimens.
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