Study on Axial Compression Test of Fiber Reinforced Ultra-High Strength Concrete Column Confined by High-Strength Reinforcement

DOI

10.2991/icmmita-16.2016.42How to use a DOI?

Keywords

ultra-high strength concrete; high-strength reinforcement; stress-strain curve; PVA fiber

Abstract

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.

Copyright

© 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/).

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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  - 10.2991/icmmita-16.2016.42
ID  - Zhang2017/01
ER  -