Effect of fire on flexural behaviour of rc beams
β Scribed by Moetaz M. El-Hawary; Ahmed M. Ragab; Ahmed Abd El-Azim; Shadia Elibiari
- Book ID
- 103969180
- Publisher
- Elsevier Science
- Year
- 1996
- Tongue
- English
- Weight
- 378 KB
- Volume
- 10
- Category
- Article
- ISSN
- 0950-0618
No coin nor oath required. For personal study only.
β¦ Synopsis
The effect of fire on the flexural behaviour of RC beams is investigated. Four groups of RC beams were cast, exposed to fire at 650Β°C for time durations of 0, 30, 60 and 120 min and then cooled by water. The concrete compressive strengths of the beams were determined nondestructively using a Schmidt hammer. The beams were tested in flexure by applying two transverse loads incrementally. Strains and deflections were measured at each load increment. Cracking loads, crack propagation and ultimate loads were recorded for each beam. A reduction of ultimate loads, increase in deflection, increase in both compressive and tensile strains and reduction in concrete compressive strength due to fire exposure were observed.
π SIMILAR VOLUMES
The use of fiber-reinforced polymer (FRP) bars in reinforced concrete (RC) structures has emerged as an alternative to traditional RC due to the corrosion of steel in aggressive environments. Although the number of analytical and experimental studies on RC beams with FRP reinforcement has increased