Advances in FRP Composites in Civil Engineering pp 541-544 | Cite as
Experimental Investigation of CF Anchorage System Used for Seismic Retrofitting of RC Columns
Abstract
This paper investigates the suitability and effectiveness of CF anchorage system in strengthening the bond in between the CFRP retrofit sheet and structure junction. i.e. column beam or column slab junction. For this purpose, a detailed experimental program was conducted, which is presented here briefly. Five different anchorage systems are discussed here. Results of the experimental observations are discussed in the form of load-slip curves, ultimate capacity and failure modes. The test result, in general indicates that the use of CF anchor provides an enhancement in the overall seismic capacity of strengthened specimen.
Keywords
Carbon Fiber Fiber Reinforce Polymer Fiber Reinforce Polymer Composite Tension Failure Seismic CapacityPreview
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