The Mechanical Performance Analysis of SPS Orthotropic Laminated Steel Bridge Panel
Authors
Lixin Xia, Pu Ke, Bin Xie, Doukao Jia, Muhammadtursun Abdureyim
Corresponding Author
Lixin Xia
Available Online December 2016.
- DOI
- 10.2991/icseee-16.2016.21How to use a DOI?
- Keywords
- SPS sandwich panel; Orthotropic steel deck plate; Finite element method; Maximum Principal Stress
- Abstract
To establish a space finite element model of SPS steel orthotropic sandwich structure bridge panel and ordinary steel orthotropic bridge, compare the extreme value distribution and size of two orthotropic bridge decks under different stress states and the stress of the structures, and analyze the stress performance differences of two bridge panels. The results show that comparing to the ordinary orthotropic steel bridge panel, the mechanical performance of SPS steel orthotropic sandwich structure bridge panel is more reliable.
- 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/).
Cite this article
TY - CONF AU - Lixin Xia AU - Pu Ke AU - Bin Xie AU - Doukao Jia AU - Muhammadtursun Abdureyim PY - 2016/12 DA - 2016/12 TI - The Mechanical Performance Analysis of SPS Orthotropic Laminated Steel Bridge Panel BT - Proceedings of the 2016 5th International Conference on Sustainable Energy and Environment Engineering (ICSEEE 2016) PB - Atlantis Press SP - 126 EP - 130 SN - 2352-5401 UR - https://doi.org/10.2991/icseee-16.2016.21 DO - 10.2991/icseee-16.2016.21 ID - Xia2016/12 ER -