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Deterioration mechanism of a patch-repair method in reinforced concrete is investigated through the experiment and analysis.
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Core drilling is today one of the most used technique among the group of partially destructive testing methods in reinforced concrete (RC) members.
In contrast, elaborate social grooming methods are more effective than lightweight social grooming methods in reinforcing social relationships (Burke and Kraut, 2014).
With regards to the Near Surface-Mounted Retrofit method using FRP in reinforced concrete flexural members, uniform deformation occurs as a whole in de-bonded FRP in the case of partial bonding at both ends and de-bonding in the central part.
The result is a fast, safe and clean inspection method for drilled holes in reinforced honeycomb sandwich panels that can be used to robustly assess a possible displacement of the hole from the center of the reinforced area, which could have serious consequences.
The purpose of this article was an attempt to compare selected calculation methods regarding shear strength in reinforced and prestressed concrete beams.
In light of the above results, and when considering the use of electro-chemical methods to simulate corrosion in reinforced concrete, it would be recommended to employ a constant current technique rather than a constant voltage technique.
A novel non-destructive method of monitoring chloride penetration in reinforced concrete structures prior to corrosion is proposed.
This paper proposes a method for non-destructive inspection of drilled holes in reinforced honeycomb sandwich panels.
The principal aim of this paper is to present a comprehensive literature survey on the defects, like debonds/delamination in composite joints/structures, focusing on the effect of defects, its growth initiation and prediction methods in fibre reinforced plastics.
Rock bolts are used to reinforce jointed rock much as reinforcing bars supply tensile resistance in reinforced concrete.
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