Proceedings of the 2018 7th International Conference on Energy, Environment and Sustainable Development (ICEESD 2018)

The temperature effect of cable-stayed bridge

Authors
Kongliang Chen, Ronghui Wang
Corresponding Author
Kongliang Chen
Available Online May 2018.
DOI
https://doi.org/10.2991/iceesd-18.2018.189How to use a DOI?
Keywords
temperature field; element; model; thermal analysis
Abstract

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.

Copyright
© 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/).

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Volume Title
Proceedings of the 2018 7th International Conference on Energy, Environment and Sustainable Development (ICEESD 2018)
Series
Advances in Engineering Research
Publication Date
May 2018
ISBN
978-94-6252-503-0
ISSN
2352-5401
DOI
https://doi.org/10.2991/iceesd-18.2018.189How to use a DOI?
Copyright
© 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  - https://doi.org/10.2991/iceesd-18.2018.189
ID  - Chen2018/05
ER  -