Pornpongsaroj et al., 2003 - Google Patents
Effect of end wrapping on peeling behavior of FRP-strengthened beamsPornpongsaroj et al., 2003
- Document ID
- 6693982055801136788
- Author
- Pornpongsaroj P
- Pimanmas A
- Publication year
- Publication venue
- Fibre-Reinforced Polymer Reinforcement for Concrete Structures: (In 2 Volumes)
External Links
Snippet
Reinforced concrete beams strengthened with externally bonded fiber-reinforced polymer (FRP) are reported to have larger ultimate capacity compared with the original beam. However, peeling of FRP from the beam may occur before the beam can achieve its ultimate …
- 230000000694 effects 0 title abstract description 11
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| Garden et al. | An experimental study of the failure modes of reinforced concrete beams strengthened with prestressed carbon composite plates | |
| Norris et al. | Shear and flexural strengthening of R/C beams with carbon fiber sheets | |
| Grace et al. | Behavior and ductility of simple and continuous FRP reinforced beams | |
| Pornpongsaroj et al. | Effect of end wrapping on peeling behavior of FRP-strengthened beams | |
| Anil | Improving shear capacity of RC T-beams using CFRP composites subjected to cyclic load | |
| Pimanmas et al. | Peeling behaviour of reinforced concrete beams strengthened with CFRP plates under various end restraint conditions | |
| Ali et al. | Shear behaviour of pre-cracked continuous beam repaired using externally bonded CFRP strips | |
| Sobuz et al. | Use of carbon fiber laminates for strengthening reinforced concrete beams in bending | |
| Agag et al. | Experimental assessment of different strengthening techniques for opening in reinforced concrete beams | |
| Hamad et al. | Behavior of bond-critical regions wrapped with fiber-reinforced polymer sheets in normal and high-strength concrete | |
| Hamad et al. | Bond strength of tension lap splices in high-strength concrete beams strengthened with glass fiber reinforced polymer wraps | |
| Singh et al. | Stability and failure characterization of fiber reinforced pultruded beams with different stiffening elements, Part I: Experimental investigation | |
| Choi et al. | Flexural and Bond Behavior of Concrete Beams Strengthened with Hybrid Carbon-Glass Fiber-Reinforced Polymer Sheets. | |
| Abbas et al. | Impact of anchored CFRP composites on the strengthening of partially damaged PC girders | |
| Medhlom et al. | Behavior and load capacity of concrete slab reinforced by CFRP bar and strengthening by CFRP laminates | |
| Yamakawa et al. | Seismic performance of aramid fiber square tubed concrete columns with metallic and/or non-metallic reinforcement | |
| Mhanna et al. | Performance of RC beams externally strengthened with hybrid CFRP and PET-FRP laminates | |
| El-Hacha et al. | Prestressed CFRP sheets for strengthening reinforced concrete structures in fatigue | |
| Mallikarjuna et al. | Employing carbon fiber reinforced polymer composites toward the flexural strengthening of reinforced concrete T-beams | |
| Grace et al. | Innovative triaxailly braided ductile FRP fabric for strengthening structures | |
| Machmud et al. | The capacity of reinforced concrete beams post rebars yielded with Frp sheet strengthening | |
| Rizkalla | Partial Bonding and Partial Prestressing Using Stainless Steel Reinforcement for Members Prestressed with FRP. | |
| Hong et al. | Prestressing effects on the performance of concrete beams with near-surface-mounted carbon-fiber-reinforced polymer bars | |
| Njeem et al. | Experimental And Analytical Investigation Into The Effect Of Corrosion On The Flexural Response Of Reinforced Concrete Beams | |
| Lee et al. | Use of fibre sheet strip stirrups for internal shear reinforcement of concrete beams |