Proceedings of the 2015 International Conference on Structural, Mechanical and Material Engineering

A Study on the strengthening reconstruction plans of hyperbolic arch bridge

Authors
Yuhong He, Huimin Hao
Corresponding Author
Yuhong He
Available Online November 2015.
DOI
https://doi.org/10.2991/icsmme-15.2015.41How to use a DOI?
Keywords
Hyperbolic Arch Bridge, Finite Element Model, Spandrel Construction, Deformation
Abstract
The paper takes double curved arch bridge as the research object, including three kinds of strengthening reconstruction plans that changed the architecture form of the hyperbolic arch bridge. Using finite analysis software MIDAS/CIVIL to establish the finite element model of three kinds of reconstruction plan and the original bridge. Compared and analyzed the deformation and stress distribution under the effect of load in different reconstruction scheme of the bridge structure. According to the clear comparison and the analysis by the result of the calculation, the difficulty of construction, engineering cost and other aspects of the three reconstruction method, We put forward suitable hyperbolic arch bridge reconstruction method.
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Proceedings
2015 International Conference on Structural, Mechanical and Material Engineering
Part of series
Advances in Engineering Research
Publication Date
November 2015
ISBN
978-94-6252-144-5
ISSN
2352-5401
DOI
https://doi.org/10.2991/icsmme-15.2015.41How 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  - Yuhong He
AU  - Huimin Hao
PY  - 2015/11
DA  - 2015/11
TI  - A Study on the strengthening reconstruction plans of hyperbolic arch bridge
BT  - 2015 International Conference on Structural, Mechanical and Material Engineering
PB  - Atlantis Press
SN  - 2352-5401
UR  - https://doi.org/10.2991/icsmme-15.2015.41
DO  - https://doi.org/10.2991/icsmme-15.2015.41
ID  - He2015/11
ER  -