Tensile behavior of FRP anchors made from CFRP ropes epoxy-bonded to uncracked concrete for flexural strengthening of RC columns

Tensile behavior of FRP anchors made from CFRP ropes epoxy-bonded to uncracked concrete for flexural strengthening of RC columns

One of the major problems with using fiber reinforced polymer (FRP) in strengthening reinforced concrete (RC) structures is FRP premature debonding. Anchoring FRP materials to concrete has become associated with most of the strengthening techniques. One of the anchoring techniques is using handmade...

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Bibliographic Details
Main Authors: Yasir M. Saeed, Wisam A. Aules, Franz N. Rad, Anis M. Raad
Format: Article
Language:English
Published: Elsevier 2020-12-01
Series:Case Studies in Construction Materials
Subjects:
Bond strength
CFRP ropes
Concrete
FRP anchors
Pullout
Strengthening
Online Access:http://www.sciencedirect.com/science/article/pii/S2214509520301078

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