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In reinforced concrete, secondary cracks can be found at the concrete steel interface.
The Fe2Al5/base steel interface in the foil-aluminized steel was thus indistinct, and cross-sectional hardness also decreased gradually.
However, GI coatings for the steels with both flash coatings consist of alloy phases up to a certain depth of the coating near steel interface.
A thin polymer film of about 9 nm remained on the steel interface which proved to stay unaltered over a period of a month.
Electron backscattering diffraction analysis indicated that a strain gradient was induced, and that geometrically necessary dislocations (GNDs) accumulated at the TWIP-LC steel interface.
XPS depth profile analyses for the film showed that the ratio of FeS and FeO increases from film surface to film carbon steel interface.
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Design properties are proposed for practical application of the CFRP-steel interface with SMP.
The probability of the CFRP-steel interface tested is found to be normally distributed.
An average friction coefficient of 0.12 was obtained for the NAO-steel interface, while an average friction coefficient of 0.025 was obtained for the PTFE-steel interface.
Experimental results showed that with the same magnitude of compressive force on the interface, the sliding shear force of the PTFE-steel interface was much smaller than that of the NAO-steel interface.
This work investigates the relation between macroscopic damage at the concrete-steel interface and corrosion initiation of reinforcement embedded in plain and fibre reinforced concrete.
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