Sentence examples for concrete bonds from inspiring English sources
Table 1 from Chen and Teng (2001) presents and compares the ratios of measured to predicted bond strengths of seven models designed to predict ultimate shear strength of the FRP to concrete bonds.
Mechanical properties of new-to-old concrete bond were tested.
Concrete interfacial roughness plays a great role in contributing to the new-to-old concrete bonding.
The effects of interface adhesion agents on new-to-old concrete bond were also studied.
The influence of interface roughness on new-to-old concrete bond was 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.
The three zone-two layer model was established to explain the mechanism of new-to-old concrete bonding, which indicates that the transition zone between old and new concrete is the key region of the new-to-old concrete bonding.
The stress strain relationship for steel bars accounts for the surrounding concrete bonded to the bar (tension stiffening effect).
After that, the anchored CFRP-DSSF concrete bonded blocks were modeled and analyzed using nonlinear finite element analysis (NLFEA).
The material strength of steel reinforcement and concrete, bond characteristics, size of a member, and amount of reinforcement are all factors affecting the development of cracks in reinforced concrete members.
