Proceedings of the 3rd International Conference on Mechatronics, Robotics and Automation

Research on connectors’ slip effect of prestressed concrete steel tank composite beam girder bridge

Authors
Xiaoxin Feng, Jiang Wang, Fan Gan
Corresponding Author
Xiaoxin Feng
Available Online April 2015.
DOI
https://doi.org/10.2991/icmra-15.2015.47How to use a DOI?
Keywords
Hybrid girder bridge; composite beam; connectors; slip effect; the finite element method
Abstract
Regarding the three spans Composite- Concrete hybrid continuous beam bridge as the research object, we use the general finite element software Midas civil on the cylindrical pin welding connection between concrete bridge panel and steel tank for simulation analysis.Analysis branch law of slip effect on the combined beam, and then sum up that nonuniform of slip effect on the concrete tank steel composite beam .Finally consider the comparative analysis of connection status in both ideal(no slip effect) and real (slip) condition , summarize the the influence of slip effect on stress and displacement of composite beam under the load , give advice on the connectors’ design of concrete steel tank composite beam girder bridge.
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This is an open access article distributed under the CC BY-NC license.

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Proceedings
3rd International Conference on Mechatronics, Robotics and Automation
Part of series
Advances in Computer Science Research
Publication Date
April 2015
ISBN
978-94-62520-76-9
ISSN
2352-538X
DOI
https://doi.org/10.2991/icmra-15.2015.47How to use a DOI?
Open Access
This is an open access article distributed under the CC BY-NC license.

Cite this article

TY  - CONF
AU  - Xiaoxin Feng
AU  - Jiang Wang
AU  - Fan Gan
PY  - 2015/04
DA  - 2015/04
TI  - Research on connectors’ slip effect of prestressed concrete steel tank composite beam girder bridge
BT  - 3rd International Conference on Mechatronics, Robotics and Automation
PB  - Atlantis Press
SP  - 237
EP  - 240
SN  - 2352-538X
UR  - https://doi.org/10.2991/icmra-15.2015.47
DO  - https://doi.org/10.2991/icmra-15.2015.47
ID  - Feng2015/04
ER  -