Fracture energy of the concrete-FRP interface in strengthened beams
To determine the load at which FRPs debond from concrete beams using global-energy-balance-based fracture mechanics concepts, the single most important parameter is the fracture energy of the concrete-FRP interface, which is easy to define but difficult to determine. Debonding propagates in the narr...
Main Authors: | Achintha, M. (Author), Burgoyne, C. (Author) |
---|---|
Format: | Article |
Language: | English |
Published: |
2013-08-10.
|
Subjects: | |
Online Access: | Get fulltext |
Similar Items
-
Prediction of FRP debonding using the global-energy-balance approach
by: Achintha, M., et al.
Published: (2012) -
FRP shear strengthening of reinforced concrete beams
by: Sas, Gabriel
Published: (2011) -
Parametric study of FRP plate debonding using global energy balance
by: Guan, G., et al.
Published: (2014) -
Applications of FRP in reinforcing and strengthening concrete masonry beams
by: Enginsal, Munir Alp
Published: (2009) -
The Study of Fire-damaged Concrete Beam Strengthened by FRP
by: Jen-Yan Liou, et al.
Published: (2004)