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The objective of this paper is to evaluate the bond performance of different anchorage techniques that can in particular be used for fiber reinforced polymers (FRP) shear-strengthened reinforced concrete (RC) T-beams.
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The determination of the thickness of the liquid layer outside a well casing pipe is critical to assess the cement bonding performance of different kinds of cements.
Tests were carried out to evaluate the degradation of bond performance of reinforcing steel in concrete for different stirrup corrosion levels.
Most importantly, bone bonding performance of the TiO2/PEEK implant was superior to that of bare PEEK.
There is currently no consensus about the bonding performance of the silorane adhesive system.
These results overall indicate that salivary contamination significantly compromises bonding performance of commercial adhesive resins.
The performances of different topologies are compared.
The bond valence model describes the structures of compounds containing polar bonds, that is bonds between atoms of different electronegativity.
In this study, the finite element method is used to analyse the performance of the different bonded composite patches at a semicircular lateral notch and the repair of cracks emanating from this kind of notch.
The applications and bonding processes of different forms are discussed.
Recent developments in the FRP industry led to the introduction of FRP bars with different surface configurations and mechanical properties, which are expected to affect their bond performance.
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