Numerical simulation analysis on the flexural behaviors of ECC-RC composite beams reinforced with high strength steel bars
Authors
Wenjie Ge, ZhengDong Huo, Changqing Gui, Ming Yang
Corresponding Author
Wenjie Ge
Available Online December 2015.
- DOI
- 10.2991/mmeceb-15.2016.176How to use a DOI?
- Keywords
- high strength steel bars, concrete, ECC, composite beams, flexural behaviors
- Abstract
Based on the simplified material constitutive model and strip analysis method, computer program languages is used to analysis the flexural behaviors of ECC-RC composite beams reinforced with high strength steel bars. The results show that cracking, yield and ultimate moment increase with the increasing of height replacement rate and the increasing rate gradually slow down. Yield and ultimate moment increase with the increasing of reinforcement ratio or reinforcement strength. The stiffness of ECC-RC composite beams essentially unchanged after the cracking of ECC.
- 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 - Wenjie Ge AU - ZhengDong Huo AU - Changqing Gui AU - Ming Yang PY - 2015/12 DA - 2015/12 TI - Numerical simulation analysis on the flexural behaviors of ECC-RC composite beams reinforced with high strength steel bars BT - Proceedings of the 2015 2nd International Conference on Machinery, Materials Engineering, Chemical Engineering and Biotechnology PB - Atlantis Press SP - 879 EP - 883 SN - 2352-5401 UR - https://doi.org/10.2991/mmeceb-15.2016.176 DO - 10.2991/mmeceb-15.2016.176 ID - Ge2015/12 ER -