Application of Bonding Steel Plate with Ballast to Reinforce Composite Box Girder Bridge

DOI

10.2991/icmmse-16.2016.51How to use a DOI?

Keywords

Composite box girder, Reinforcement, Bonding steel plate, Ballast at adjacent span

Abstract

In order to change the shortcoming of bonding steel plate method, which can’t improve the stress state of the original structure, this paper analyzed the causes of diseases of the composite box girder bridge at Yancheng east interchange bridge, compared and analyzed the difference between the bonding steel plate method with or without ballast at adjacent span, and bonding steel plate method with ballast at adjacent span is selected as the reinforcement method., which can both improve the bearing capacity and stress state of the girder. The result provides reasonable recommendations of the reinforcement of similar disease composite box girder bridge.

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  - Zhu Kunning
AU  - Chen Chen
PY  - 2016/03
DA  - 2016/03
TI  - Application of Bonding Steel Plate with Ballast to Reinforce Composite Box Girder Bridge
BT  - Proceedings of the 2016 International Conference on Mechanics, Materials and Structural Engineering
PB  - Atlantis Press
SP  - 302
EP  - 308
SN  - 2352-5401
UR  - https://doi.org/10.2991/icmmse-16.2016.51
DO  - 10.2991/icmmse-16.2016.51
ID  - Kunning2016/03
ER  -