Study on Axial Compression Test of Fiber Reinforced Ultra-High Strength Concrete Column Confined by High-Strength Reinforcement
- https://doi.org/10.2991/icmmita-16.2016.42How to use a DOI?
- ultra-high strength concrete; high-strength reinforcement; stress-strain curve; PVA fiber
Axial compression test of 9 high-strength reinforcement confined ultra-high strength concrete with PVA fibers columns were presented. The influence of concrete strength, reinforcement spacing on the behavior of the confined concrete was investigated. The results show that the ductility of columns decrease with the concrete strength increase, and decreasing the reinforcement spacing can increase ductility of columns. In the test, when the confined concrete reached the peak stress, the transverse reinforcement did not yield.
- © 2017, the Authors. Published by Atlantis Press.
- Open Access
- This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).
Cite this article
TY - CONF AU - Mingyang Zhang AU - Xin Tang AU - Weilun Wang PY - 2017/01 DA - 2017/01 TI - Study on Axial Compression Test of Fiber Reinforced Ultra-High Strength Concrete Column Confined by High-Strength Reinforcement BT - Proceedings of the 2016 4th International Conference on Machinery, Materials and Information Technology Applications PB - Atlantis Press SP - 234 EP - 238 SN - 2352-538X UR - https://doi.org/10.2991/icmmita-16.2016.42 DO - https://doi.org/10.2991/icmmita-16.2016.42 ID - Zhang2017/01 ER -