Experimental and Analytical Investigations of the Use of Groove-Epoxy Anchorage System for Shear Strengthening of RC Beams Using CFRP Laminates
Reinforced concrete (RC) beams strengthened in shear with carbon fiber reinforced polymer (CFRP) laminates as externally bonded reinforcement (EBR) usually fail due to debonding. This paper presents an experimental and analytical investigation on the use of groove-epoxy as an anchorage system for CF...
Main Authors: | Khalid Mohamed, Jamal A. Abdalla, Rami A. Hawileh |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2020-09-01
|
Series: | Materials |
Subjects: | |
Online Access: | https://www.mdpi.com/1996-1944/13/19/4350 |
Similar Items
-
The Influence of CFRP Anchorage on Achieving Sectional Flexural Capacity of Strengthened Concrete Beams
by: Hayder A. Rasheed, et al.
Published: (2015-12-01) -
Flexural Strengthening of RC Slabs with Prestressed CFRP Strips Using Different Anchorage Systems
by: José Sena-Cruz, et al.
Published: (2015-10-01) -
EBR Strengthening Technique for Concrete, Long-Term Behaviour and Historical Survey
by: Christoph Czaderski, et al.
Published: (2018-01-01) -
Fatigue behavior of RC T-beams
by: Omar A. Farghal
Published: (2014-09-01) -
Research on anchorages of the structural strengthening system with prestressed CFRP strips
by: Paulina Paśko, et al.
Published: (2014-09-01)