The Influence of CFRP Anchorage on Achieving Sectional Flexural Capacity of Strengthened Concrete Beams

The Influence of CFRP Anchorage on Achieving Sectional Flexural Capacity of Strengthened Concrete Beams

This research program is intended to verify the influence of using distributed external U-wrap CFRP anchorage to shift the failure mode from overall debonding to sectional flexural failure for concrete beams externally bonded with CFRP sheets. Premature cover delamination and FRP debonding are predo...

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Bibliographic Details
Main Authors: Hayder A. Rasheed, Brandon R. Decker, Asad Esmaeily, Robert J. Peterman, Hani G. Melhem
Format: Article
Language:English
Published: MDPI AG 2015-12-01
Series:Fibers
Subjects:
anchorage system
CFRP sheets
flexural strengthening
reinforced concrete beams
Online Access:http://www.mdpi.com/2079-6439/3/4/539

Internet

http://www.mdpi.com/2079-6439/3/4/539

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