Research on constitutive relationships of concrete filled steel tube
Authors
X.M. Chen, J. Duan, Y.G. Li
Corresponding Author
X.M. Chen
Available Online October 2016.
- DOI
- 10.2991/iccahe-16.2016.79How to use a DOI?
- Keywords
- Constitutive relationship; Concrete filled steel tube; Elastic-plastic
- Abstract
The strength and ductility of concrete will dominate structural performance under expected rare earthquake, and concrete filled steel tube is an effective solution for this goal in super high-riseÿbuildings. As reliable numerical simulation of these kinds of structures may depend on reasonable constitutive relationship, two typical constitutive models are analyzed in this paper, and they are also being compared with the constitutive relationship of plain concrete for equivalent Young's modulus and the initial stages of skeleton curves. The results show that these two models all can embody the confining effect of steel tube, but they are not suitable for low-stress state and modal analysis.
- Copyright
- © 2016, 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 - X.M. Chen AU - J. Duan AU - Y.G. Li PY - 2016/10 DA - 2016/10 TI - Research on constitutive relationships of concrete filled steel tube BT - Proceedings of the 2016 5th International Conference on Civil, Architectural and Hydraulic Engineering (ICCAHE 2016) PB - Atlantis Press SP - 470 EP - 476 SN - 2352-5401 UR - https://doi.org/10.2991/iccahe-16.2016.79 DO - 10.2991/iccahe-16.2016.79 ID - Chen2016/10 ER -