Article ID Journal Published Year Pages File Type
10621933 Cement and Concrete Composites 2011 7 Pages PDF
Abstract
The specimen was designed to study the specific problems of NSM: reduction of contact surface area between filling material and concrete and eccentricity of FRP rods. The rods were 12-mm-diameter carbon-epoxy pultruded FRP. The experimental results indicate that NSM technique gives satisfactory results for both anchoring and reinforced concrete flexural member strengthening.
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Physical Sciences and Engineering Engineering Industrial and Manufacturing Engineering
Preview
Anchorage and tension-stiffening effect between near-surface-mounted CFRP rods and concrete
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