Distribution & Access For Publication Downloads News About Us Contact Us
Paper Titles
Vertical Load-Carrying Natural Frequency of Railway Double-Track Steel Truss Continuous Bridge
p.1968
Study on Disease Analysis and Reinforcement Technology of Truss Arch Bridge
p.1972
Research of the Forecast and Early Warning System for Bridges
p.1978
Applications of Artificial Neural Networks in Bridge Engineering
p.1984
Research on Overall Stability of Concrete-Filled Steel Tubular Bowstring Arch Bridge
p.1988
Research on Indoor Thermal Environment of Tibetan Rammed Dwellings
p.1995
Research of Strength of Dongji Reinforced Concrete T-Beam Bridge
p.2000
Optimization Analysis of Position and the Shape of the Pre-Setting Hole on Cast- In Situ Box Girder Roof
p.2004
The Transfer Matrix Method for Seismic Analysis of Curved Box Bridges under Multi-Support Excitation in Frequency Domain
p.2010

Research on Overall Stability of Concrete-Filled Steel Tubular Bowstring Arch Bridge

Article Preview

Abstract:

Based on the finite element theory, the computational model, one through concrete filled steel tube tied-arch bridge was established under the considerations of both geometrical non-linearity and material non-linearity. And using the ANSYS software to study the bridge's arch rib construction process and the overall stability after the complete construction, the results show that the full-bridge’s stability coefficient are larger than other concrete-filled steel tube arch bridge; the in-plane stiffness is larger than the out-plane stiffness, and the influence of material non-linearity on the stability is notable. The results provide a good reference for the similar bridge's design and construction.

You might also be interested in these eBooks
Advances in Civil Engineering and Architecture View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 243-249)

Pages:

1988-1994

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.243-249.1988

Citation:

Cite this paper

Online since:

May 2011

Authors:

Zi Lin Li, Pei Yuan Zhou

Keywords:

ANSYS, Concrete-Filled Steel Tubular Bowstring Arch Bridge, Nonlinearity, Stability Analysis

Export:

RIS, BibTeX

Price:

Permissions:

Request Permissions

References

[1] Zhongren Feng: Transportation Science and Technology, 2005(2):51-54. (in Chinese)

Google Scholar

[2] Ping Yang: Nonlinear analysis for stability of concrete-filled steel tubular arch bridge [D]. Xi'an: Chang'an University, 2008. (in Chinese)

Google Scholar

[3] Guohao Li: Stability and Vibration of Bridge Structural [M].Beijing: China Railway Press, 2007. (in Chinese)

Google Scholar

[4] Meiliang Yang: Central South Highway Engineering, 2004, 4(29):79-82. (in Chinese)

Google Scholar

[5] Licheng Lin: Foreign Highway 2009, 29(5):167-170. (in Chinese)

Google Scholar

[6] Fan Xing: Bridge Construction 2009 (1):25-28. (in Chinese)

Google Scholar

Scientific.Net is a registered brand of Trans Tech Publications Ltd
© 2024 by Trans Tech Publications Ltd. All Rights Reserved