Influnence of Bridge Deck Pavement and Hinge Joints Damage on Transverse Load distribution of Void Slab Bridge

DOI

10.2991/iccte-16.2016.98How to use a DOI?

Keywords

void slab bridge; bridge deck pavement; hinge joint damage; transverse distribution coefficient

Abstract

In order to study the influence of bridge deck pavement and hinge joints on transverse load distribution of void slab bridge, this thesis took actual engineering as background and applied the finite element software ANSYS to establish a finite element analysis model of simply-supported void slab bridge. By changing the thickness of deck pavement layer and the extent of hinge joints damage, this thesis analyzed transverse distribution characteristics of load of simply supported void slab bridge. The results showed that the extent of hinge joints damage has larger influence on transverse distribution of void slab bridge load than the thickness of pavement layer. What’s more, within a certain range, increasing the thickness of pavement layer can improve the load transverse distribution of the structure.

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  - Junli Liu
AU  - Tianhu Jing
AU  - Tiaoyuan Qiu
PY  - 2016/01
DA  - 2016/01
TI  - Influnence of Bridge Deck Pavement and Hinge Joints Damage on Transverse Load distribution of Void Slab Bridge
BT  - Proceedings of the 2016 International Conference on Civil, Transportation and Environment
PB  - Atlantis Press
SP  - 591
EP  - 596
SN  - 2352-5401
UR  - https://doi.org/10.2991/iccte-16.2016.98
DO  - 10.2991/iccte-16.2016.98
ID  - Liu2016/01
ER  -