- 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