The Study of Mechanical Behaviors Performance of Bearing Form's Influence on Small-Radius Bridge

Article Preview

Abstract:

With the structural method, the "bending - twisting" coupling of the curve bridge is possible. As the small-radius bridge’s radius become smaller and smaller, the "Bending-Twisting" coupling become more and more common in order to discuss and verify the mechanical behaviors performance of supports' influence on small-radius bridge. This is done by changing the small-radius bridge’s supporting approach, using girder lattice method to construct a finite element model, analysis on a small-radius bridge of supporting longitudinal bending moment, torque and the influence of reaction force. The data shows that the double supports can reduce the small-radius bridge’s torque, make the medial and lateral support bearings equal reaction, make the small-radius bridge’s mechanical behaviors performance more reasonable, but was less affected by longitudinal bending moment. This conclusion of the small-radius bridge is significant to the designing work in the future.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 255-260)

Pages:

776-780

Citation:

Online since:

May 2011

Authors:

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2011 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Fan Lichu. Bridge Engineering. China Communications Press362-373. (2007)

Google Scholar

[2] Takashima. Skew Bridge. China Construction Industry Press, 81-89(1978)

Google Scholar

[3] The new construction design of station project station building in Wuhan. Fourth Survey and Design Institute of China Railway Group Ltd (2009)

Google Scholar

[4] Sun Quansheng, Li Maoqi. The static load test study of Continuous pretested concrete curve box bridge. Highway.43-47(2009)

Google Scholar

[5] Liu Dehua, JIN Wei-liang.Analysis of Support Abutments of Curved Bridges with Single-pedestal Piers. Journal of Nanjing University of Science and Technology.113-116(2006)

Google Scholar

[6] Edmund C. Halnby. Bridge Deck Behaviors, Chapman an Hall Ltd .1-89(1976 )

Google Scholar

[7] Dai Gonglian, Li Dejian. Bridge design and application of spatial analysis. China Communications Press.15-37(2001)

Google Scholar