351. Experimental study on circular concrete short columns strengthened with pre-stressed FRP under axial compression.
- Author
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ZHOU Changdong, BAI Xiaobin, ZHAO Feng, LU Xilin, and LI Chunlong
- Subjects
- *
STRENGTH of material testing , *POLYMER research , *PRESTRESSED concrete , *DUCTILITY , *HYSTERESIS - Abstract
To study the axial compressive performance of circular concrete short columns strengthened with lateral pre-stressed fiber reinforced polymer (FRP), 25 specimens were manufactured and tested under axial compression. The main factors considered in the experiment included concrete strength, cross section size, spacing of stirrup, initial damage and surface treatment of the specimens, pre-stressing level, type and layers of FRP. The failure mode and the stress-strain curve of each specimen were obtained from the experiment and the impact on confining effect of various factors was analyzed. Experimental results show that the strength and ductility of circular concrete columns strengthened with lateral pre-stressed FRP can be improved significantly relative to the un-strengthened specimen, the stress hysteresis of lateral FRP can be avoided by pre-stressing, and the high strength of FRP can be better used. When the pre-stressing of lateral FRP within 0 ~ 0. 20 times of its ultimate tensile strength, the strength and ductility of specimens increase with the increase of lateral FRP's pre-stressing. The strengthening effect will be reduced when the pre-stressing of lateral FRP reacheds 0. 25 times of its ultimate tensile strength. So the pre-stressing of lateral FRP should be controlled within 0 ~ 0. 20 times of its ultimate tensile strength in practice. [ABSTRACT FROM AUTHOR]
- Published
- 2013