Flexural behavior of reinforced concrete rectangular beams with epoxy bonded carbon fiber reinforced plastic (CFRP) laminate is experimentally investigated, Comprehensive test data are presented on the effect of CFRP laminates, bonded to the soffit of a beam, on the first crack load, cracking behavi
Retrofitting of reinforced concrete beams using composite laminates
β Scribed by Yasmeen Taleb Obaidat; Susanne Heyden; Ola Dahlblom; Ghazi Abu-Farsakh; Yahia Abdel-Jawad
- Publisher
- Elsevier Science
- Year
- 2011
- Tongue
- English
- Weight
- 1015 KB
- Volume
- 25
- Category
- Article
- ISSN
- 0950-0618
No coin nor oath required. For personal study only.
π SIMILAR VOLUMES
This paper reports experimental studies of reinforced concrete (RC) beams retrofitted with new hybrid fiber reinforced polymer (FRP) system consisting carbon FRP (CFRP) and glass FRP (GFRP). The objective of this study is to examine effect of hybrid FRPs on structural behavior of retrofitted RC beam
Mathematical models, for the stress analysis of unidirectional (0Β°) fiber-reinforced laminated composite double cantilever beam (DCB) specimen using classical beam theory, first and higher order shear deformation beam theories, have been developed to determine the mode I strain energy release rate (
Experimental studies have reported that externally-bonded carbon fibre reinforced polymer (CFRP) plate can effectively improve the stiffness and strength of steel-concrete composite beams. This paper presents an analytical solution developed to calculate the flexural strength of strengthened composi