- Author
- Haddad, R. H. | Al-Saleh, R. J. | Al-Akhras, N. M.
- Title
- Effect of Elevated Temperature on Bond Between Steel Reinforcement and Fiber Reinforced Concrete.
- Coporate
- Jordan University of Science and Technology, P.O. Box 3030, Irbid, Jordan
- Journal
- Fire Safety Journal, Vol. 43, No. 5, 334-343, July 2008
- Keywords
- reinforced concrete | temperature | fibers | steels | test methods | structural elements | material properties | aggregates | mechanical properties | heating | evaluation | cracking (fracturing) | damage | evaluation | compressive strength | exposure
- Identifiers
- geometric and mechanical properties of fibers used in the present study; mechanical and physical properties of reinforcing steel bars under high temperatures; extent of cracking for the different MP specimens after being subjected to high temperatures; compressive strength (MPa) for different mixtures without and with different fibers before and after exposure to high temperatures; splitting strength (MPa) for different mixtures without and with different fibers before and after exposure to high temperatures; ultimate bond strength (MPa) and FESF (mm) for different modified pullout specimens without and with different fibers before and after exposure to different temperatures; percent residual bond strength for different modified pullout specimens after a single thermal cycle; percent residual bond strength for different modified pullout specimens with favourite effects of mixture type; percent residual free-end slip for different modified pullout specimens after a single thermal cycle; percent residual free-end slip for different modified pullout specimens with favorite effects of mixture type