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

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/).

Download article (PDF)

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  -