A platform for research: civil engineering, architecture and urbanism
Comparing the Seismic Performance of Beam-Column Joints with and without SFRC when Subjected to Cyclic Loading
The experimental work on two full-scale precast concrete beam-column corner joints with corbels was carried out and their seismic performance was examined. The first specimen was constructed without steel fiber, while second specimen was constructed by mixed up steel fiber with concrete and placed it at the corbels area. The specimen were tested under reversible lateral cyclic loading up to ±1.5% drift. The experimental results showed that for the first specimen, the cracks start to occur at +0.5% drifts with spalling of concrete and major cracks were observed at corbel while for the second specimen, the initial cracks were observed at +0.75% with no damage at corbel. In this study, it can be concluded that precast beam-column joint without steel fiber has better ductility and stiffness than precast beam-column joint with steel fiber. However, precast beam-column joint with steel fiber has better energy dissipation and fewer cracks at corbel as compared to precast beam-column joint without steel fiber.
Comparing the Seismic Performance of Beam-Column Joints with and without SFRC when Subjected to Cyclic Loading
The experimental work on two full-scale precast concrete beam-column corner joints with corbels was carried out and their seismic performance was examined. The first specimen was constructed without steel fiber, while second specimen was constructed by mixed up steel fiber with concrete and placed it at the corbels area. The specimen were tested under reversible lateral cyclic loading up to ±1.5% drift. The experimental results showed that for the first specimen, the cracks start to occur at +0.5% drifts with spalling of concrete and major cracks were observed at corbel while for the second specimen, the initial cracks were observed at +0.75% with no damage at corbel. In this study, it can be concluded that precast beam-column joint without steel fiber has better ductility and stiffness than precast beam-column joint with steel fiber. However, precast beam-column joint with steel fiber has better energy dissipation and fewer cracks at corbel as compared to precast beam-column joint without steel fiber.
Comparing the Seismic Performance of Beam-Column Joints with and without SFRC when Subjected to Cyclic Loading
Advanced Materials Research ; 626 ; 85-89
2012-12-27
5 pages
Article (Journal)
Electronic Resource
English
Technical papers - Latex modified SFRC beam-column joints subjected to cyclic loading
Online Contents | 2000
|Eccentric Reinforced Concrete Beam-Column Joints Subjected to Cyclic Loading
Online Contents | 2003
|Modeling Reinforced-Concrete Beam-Column Joints Subjected to Cyclic Loading
Online Contents | 2003
|Modeling Reinforced-Concrete Beam-Column Joints Subjected to Cyclic Loading
British Library Online Contents | 2003
|GFRP-reinforced concrete exterior beam-column joints subjected to seismic loading
BASE | 2014
|