The temperature effect of cable-stayed bridge
- 10.2991/iceesd-18.2018.189How to use a DOI?
- temperature field; element; model; thermal analysis
by establishment of Midas FEA model and combining with the characteristics of temperature field, the research is carried out on temperature field, it shows that temperature field of the plates inside and outside surface is in the time lag relationship, and thermophysical properties of concrete is little effect on temperature field of the concrete beam.
- © 2018, 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 - Kongliang Chen AU - Ronghui Wang PY - 2018/05 DA - 2018/05 TI - The temperature effect of cable-stayed bridge BT - Proceedings of the 2018 7th International Conference on Energy, Environment and Sustainable Development (ICEESD 2018) PB - Atlantis Press SP - 1041 EP - 1044 SN - 2352-5401 UR - https://doi.org/10.2991/iceesd-18.2018.189 DO - 10.2991/iceesd-18.2018.189 ID - Chen2018/05 ER -