Research of temperature stress Non-abutment slant-legged rigid frame bridge

DOI

10.2991/mmeceb-15.2016.170How to use a DOI?

Keywords

Non-abutment slant-legged rigid frame brige; temperature stress girder and diagonal rod

Abstract

In this paper through the establishment of the Midas model, mainly discusses the non abutment slant leg rigid frame bridge in different position in the temperature change stress changes. The results of the study show that, with the Overall temperature changes, no abutment slant leg rigid frame bridge girder and diagonal rod of the total stress will have a considerable impact.

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  - XiuLing He
PY  - 2015/12
DA  - 2015/12
TI  - Research of temperature stress Non-abutment slant-legged rigid frame bridge
BT  - Proceedings of the 2015 2nd International Conference on Machinery, Materials Engineering, Chemical Engineering and Biotechnology
PB  - Atlantis Press
SP  - 852
EP  - 854
SN  - 2352-5401
UR  - https://doi.org/10.2991/mmeceb-15.2016.170
DO  - 10.2991/mmeceb-15.2016.170
ID  - He2015/12
ER  -