Proceedings of the 2015 International Conference on Architectural, Civil and Hydraulics Engineering

The Influence of Common Closed Longitudinal Rib Sections on Stress Distribution of Orthotropic Decks

Authors
Pu Ke, Mengmeng Guo, Lixin Xia
Corresponding Author
Pu Ke
Available Online November 2015.
DOI
10.2991/icache-15.2015.30How to use a DOI?
Keywords
finite element analysis; orthotropic steel bridge decks; closed-stiffener; maximum principal stress
Abstract

U shaped, V shaped, and trapezoidal sections are widely used as closed rib sections in orthotropic steel bridge decks. This paper calculated three full-scale models of section based on the finite element method, and analyzed the magnitude and distribution of extreme stress of the constituent members comparatively. Our research indicates that the V shaped section contributes the most advantageous distribution of stress for orthotropic steel bridge decks

Copyright
© 2015, 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 2015 International Conference on Architectural, Civil and Hydraulics Engineering
Series
Advances in Engineering Research
Publication Date
November 2015
ISBN
978-94-6252-139-1
ISSN
2352-5401
DOI
10.2991/icache-15.2015.30How to use a DOI?
Copyright
© 2015, 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  - Pu Ke
AU  - Mengmeng Guo
AU  - Lixin Xia
PY  - 2015/11
DA  - 2015/11
TI  - The Influence of Common Closed Longitudinal Rib Sections on Stress Distribution of Orthotropic Decks
BT  - Proceedings of the 2015 International Conference on Architectural, Civil and Hydraulics Engineering
PB  - Atlantis Press
SP  - 150
EP  - 153
SN  - 2352-5401
UR  - https://doi.org/10.2991/icache-15.2015.30
DO  - 10.2991/icache-15.2015.30
ID  - Ke2015/11
ER  -