The Influence of Reinforcement Ratio to the Mechanical Behavior of Reinforced Concrete Column
Hong-Yu Deng, Bai-Tao Sun
Available Online June 2014.
- https://doi.org/10.2991/icmsa-15.2015.104How to use a DOI?
- Reinforcement Ratio, Stirrup Ratio, Reinforced Concrete Column, Pseudo-Static Test.
- Steel and concrete were the most important building materials, reinforced concrete was widely used in building structures. For the study of the influence of steel bar content in reinforced concrete columns, three specimens were designed for pseudo static test. The test shows that: the stirrup ratio does not significantly affect the bearing capacity and stiffness degradation of column, but when the stirrup ratio is too low will reduce the ductility and energy dissipation capacity of column. To improve the ratio of longitudinal reinforcement can significantly improve the bearing capacity of the column, but will decrease the energy dissipation and ductility, stiffness degradation becomes more serious.
- Open Access
- This is an open access article distributed under the CC BY-NC license.
Cite this article
TY - CONF AU - Hong-Yu Deng AU - Bai-Tao Sun PY - 2014/06 DA - 2014/06 TI - The Influence of Reinforcement Ratio to the Mechanical Behavior of Reinforced Concrete Column BT - 2015 International Conference on Material Science and Applications (icmsa-15) PB - Atlantis Press SP - 571 EP - 575 SN - 2352-541X UR - https://doi.org/10.2991/icmsa-15.2015.104 DO - https://doi.org/10.2991/icmsa-15.2015.104 ID - Deng2014/06 ER -