Research of Cracking Moment in Negative Moment Area of the Steel-Concrete Continuous Beam
Authors
Guangli Chang, Yanyu Meng, Boyu Niu
Corresponding Author
Guangli Chang
Available Online April 2017.
- DOI
- 10.2991/emim-17.2017.274How to use a DOI?
- Keywords
- Steel-concrete composite beam; Negative moment area; Strain difference; Cracking moment
- Abstract
The cracking moment in negative moment area of the composite beam can solved by analyzing the strain difference between the steel beam and the concrete. The influence of shear slip between the steel beam and the concrete was considered to control cracks of the concrete more accurately. Verifying the feasibility of the approach which was put forward in the paper by comparing caculation results and experimental results.
- Copyright
- © 2017, 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 - Guangli Chang AU - Yanyu Meng AU - Boyu Niu PY - 2017/04 DA - 2017/04 TI - Research of Cracking Moment in Negative Moment Area of the Steel-Concrete Continuous Beam BT - Proceedings of the 7th International Conference on Education, Management, Information and Mechanical Engineering (EMIM 2017) PB - Atlantis Press SP - 1368 EP - 1372 SN - 2352-538X UR - https://doi.org/10.2991/emim-17.2017.274 DO - 10.2991/emim-17.2017.274 ID - Chang2017/04 ER -