DocumentCode
2956794
Title
The Application of ANSYS in the Girder Construction Scheme Design and Analysis for the Large Span Steel Tube Arch Bridge
Author
Zhang, Yue
Author_Institution
Dept. of Constr. & Civil Eng., Xi´´an Univ. of Sci. & Technol., Xi´´an, China
fYear
2011
fDate
30-31 July 2011
Firstpage
1
Lastpage
3
Abstract
Aiming at the construction technique and economical issues of large-span steel tube arches cross double width highway. Based on the actual situation of the bridge across the HuangYan highway on the Bao-Xi railway corridor, the full support openings construction method is adopted and firstly set up the beam then the part of arch. Combination of construction site conditions and design load requirements, the stents and alcoves calculation model are set up by the large finite element software ANSYS and its deformation and stress were analyzed and checked The results show that the stents and strander beams are meet the requirements. And the construction methods do not affect traffic, carrying capacity is strong, good stability, suitable for girder and arch construction crossing big barriers and traffic is heavy.
Keywords
beams (structures); bridges (structures); construction; design engineering; finite element analysis; pipes; railways; roads; structural engineering computing; supports; ANSYS finite element software; Bao-Xi railway corridor; HuangYan highway; alcove calculation model; beam; construction site conditions; design load requirements; economical issues; girder construction scheme design; large-span steel tube arch bridge; stent calculation model; strander beams; Bars; Electron tubes; Finite element methods; Road transportation; Steel; Stress; Structural beams;
fLanguage
English
Publisher
ieee
Conference_Titel
Control, Automation and Systems Engineering (CASE), 2011 International Conference on
Conference_Location
Singapore
Print_ISBN
978-1-4577-0859-6
Type
conf
DOI
10.1109/ICCASE.2011.5997809
Filename
5997809
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