Proceedings of the 2017 Global Conference on Mechanics and Civil Engineering (GCMCE 2017)

Geometric Parameters Design and Shear Buckling Strength Research of the Type 3200 Corrugated Steel Webs

Authors
Jiawei Sun, Yong Wang, Shui Wan
Corresponding Author
Jiawei Sun
Available Online June 2017.
DOI
10.2991/gcmce-17.2017.49How to use a DOI?
Keywords
the type 3200 corrugated steel webs; shear buckling; geometric parameters; finite element method
Abstract

The prestressed concrete composite box girder bridge with corrugated steel webs is a new type of bridge structure which has been widely used in China in recent years. This paper summarizes the development of corrugated steel webs elastic shear buckling strength theory and the corresponding methods. In order to meet the practical engineering requirements of the large height girder bridge with corrugated steel webs, the geometric parameters of the type 3200 corrugated steel webs were preliminarily designed. A reliable finite element model for the analysis of elastic shear buckling of corrugated steel webs was established, and the type 3200 corrugated steel webs were checked by finite element method.

Copyright
© 2017, 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 2017 Global Conference on Mechanics and Civil Engineering (GCMCE 2017)
Series
Advances in Engineering Research
Publication Date
June 2017
ISBN
10.2991/gcmce-17.2017.49
ISSN
2352-5401
DOI
10.2991/gcmce-17.2017.49How to use a DOI?
Copyright
© 2017, 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  - Jiawei Sun
AU  - Yong Wang
AU  - Shui Wan
PY  - 2017/06
DA  - 2017/06
TI  - Geometric Parameters Design and Shear Buckling Strength Research of the Type 3200 Corrugated Steel Webs
BT  - Proceedings of the 2017 Global Conference on Mechanics and Civil Engineering (GCMCE 2017)
PB  - Atlantis Press
SP  - 275
EP  - 281
SN  - 2352-5401
UR  - https://doi.org/10.2991/gcmce-17.2017.49
DO  - 10.2991/gcmce-17.2017.49
ID  - Sun2017/06
ER  -