Effect of Shear Resistance on Flexural Debonding Load-Carrying Capacity of RC Beams Strengthened with Externally Bonded FRP Composites
Author:
Publisher
MDPI AG
Subject
Polymers and Plastics,General Chemistry
Link
http://www.mdpi.com/2073-4360/6/5/1366/pdf
Reference50 articles.
1. Intermediate crack-induced debonding in RC beams and slabs
2. Effective bond length of FRP-to-concrete adhesively-bonded joints: Experimental evaluation of existing models
3. Anchorage Strength Models for FRP and Steel Plates Bonded to Concrete
4. Contribution of Externally Bonded FRP to Shear Capacity of RC Flexural Members
5. Development of the Nonlinear Bond Stress–Slip Model of Fiber Reinforced Plastics Sheet–Concrete Interfaces with a Simple Method
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