Numerical simulation analysis on the flexural behaviors of ECC-RC composite beams reinforced with high strength steel bars

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/).

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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  -