The Effect of CFRP Length on the Failure Mode of Strengthened Concrete Beams
Author:
Publisher
MDPI AG
Subject
Polymers and Plastics,General Chemistry
Link
http://www.mdpi.com/2073-4360/6/6/1705/pdf
Reference28 articles.
1. Effective methods of using CFRP bars in shear strengthening of concrete girders
2. Nolinear numerical analysis of the debonding failure process of FRP-to-concrete interfaces;Biscaia;Compos. B Eng.,2010
3. Experimental and numerical investigation on postcracking behavior of steel fiber reinforced concrete
4. Strengthening of RC beams in shear using GFRP inclined strips – An experimental study
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