Proceedings of the 2015 International Conference on Material Science and Applications

The Influence of Reinforcement Ratio to the Mechanical Behavior of Reinforced Concrete Column

Authors
Hong-Yu Deng, Bai-Tao Sun
Corresponding Author
Hong-Yu Deng
Available Online June 2014.
DOI
https://doi.org/10.2991/icmsa-15.2015.104How to use a DOI?
Keywords
Reinforcement Ratio, Stirrup Ratio, Reinforced Concrete Column, Pseudo-Static Test.
Abstract
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.
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Proceedings
2015 International Conference on Material Science and Applications (icmsa-15)
Part of series
Advances in Physics Research
Publication Date
June 2014
ISBN
978-94-62520-75-2
ISSN
2352-541X
DOI
https://doi.org/10.2991/icmsa-15.2015.104How to use a DOI?
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  -