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Mechanical properties of new-to-old concrete bond were tested.
For decades, the most concrete bond between the United States and the Azores was an American military installation on Terceira Island called Lajes Field.
The influence of interface roughness on new-to-old concrete bond was studied.
The effects of interface adhesion agents on new-to-old concrete bond were also studied.
Effects of diffused and pitting corrosion on steel bars, compressive concrete strength degradation and concrete bond strength degradation due to rust formation are included in the model.
The purpose of this study was to investigate the influence that replacing natural coarse aggregate with recycled concrete aggregate (RCA) has on concrete bond strength with reinforcing steel.
Similar(52)
For certain anchorage applications, including a bonded length more closely simulates anchorage performance since the FRP-to-concrete bond is responsible for transferring much of the interfacial shear stress.
The results show that strand-concrete bond and transfer length are strongly influenced by concrete nonlinearity.
Theoretical fracture energy relationships generally include parameters calibrated with experimental data obtained by FRP-concrete bond test.
Hence, the behavior of these members depends strongly on the reinforcement-to-concrete bond performance and prestress losses.
The results were then used to assess the various existing design code approaches for predicting the FRP-concrete bond behaviour.
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