3D Finite Element Analysis of Single Span Special-Shape Arch Bridge with Diagonal Crossing Arch Rib and Curved Girder

Article Preview

Abstract:

Yueniang bridge is curve, slope and slant single span special arch bridge with diagonal crossing arch rib and curved girder. A spatial finite element analysis method was used in this paper. Static characteristics and stability was analysis and discussed by means of modeling, discrete element and determination. Concrete measures for suspender of curved bridge were also advanced. It can provide a reference for design of similar bridge.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

915-918

Citation:

Online since:

June 2011

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2011 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[2] LI Qiao, LI Li. Analysis of Special-Shape Arch Bridge Structures[J]. Journal of Highway aAnd Transportation Research and Development,2001,18(1):31-35.

Google Scholar

[3] XIANG Hai-fan. Advanced structural Theory of Bridge [M]. Beijing:China Communications Press, 2001.

Google Scholar

[4] WANG Lian-fen, XU Shu-pai, Introduction of Analytic Hierarchy Process, Beijing, China People Press, 1989.

Google Scholar

[5] YU Jian-cheng, Analysis of Spatial Internal Force for Tied-Arch Bridge, East China Highway,1998,6. 3-7.

Google Scholar

[6] LI Chuan-xi, Determination of Reasonable Construction States of Special-shaped tied arch Bridge Casting in Place with Full Framing, Journal of Highway and Transportation Research and Development2008,25(3):93-98.

DOI: 10.2749/222137804796291430

Google Scholar

[7] JTG D62-2004, Code for Design for Highway Reinforced Concrete and Prestressed Concrete Bridge and Culvert, 2004.

Google Scholar

[8] CJJ 77-98. Design standard of load for bridge in city[S], Beijing:China Communications Press, 1998.

Google Scholar

[9] JTG/T 006-2004, Code for Wind-resistant Design for Highway Engineering, 2004.

Google Scholar

[10] Zhangqian-hang,LI Qing-fu,The design and stability analysis of continuously multi-span slanting arched bridge[J]. journal of zhengzhou university(engineering science)2006, 27(2)::107-109, 112.

Google Scholar