Stress Analysis of Steel Deck Pavement of Box Girder Bridge under Vehicle Wheel Loads

Abstract:

Article Preview

This paper deals with the mechanical property of a new designed bridge pavement of box girder bridges. Our concerning is the stress change at the interface between the steel deck and the pavement due to the vehicle wheel loads, which can be considered as a kind of concentration force to the pavement. The finite element method is utilized to analyze the present problem. Several simulations are carried out by taking account of different positions of the vehicle wheels in order to simulate the interface stress change under real conditions. The present results can be a helpful reference for steel-deck pavement design.

Info:

Periodical:

Advanced Materials Research (Volumes 163-167)

Edited by:

Lijuan Li

Pages:

812-816

DOI:

10.4028/www.scientific.net/AMR.163-167.812

Citation:

L. Xu and Y. P. Wu, "Stress Analysis of Steel Deck Pavement of Box Girder Bridge under Vehicle Wheel Loads", Advanced Materials Research, Vols. 163-167, pp. 812-816, 2011

Online since:

December 2010

Authors:

Export:

Price:

$35.00

[1] W. Bekheet, Y. Hassan, A. A El Halim: Canadian Journal of Civil Engineering, 28(3) (2001), pp.541-544.

[2] Huang W., Liu Z.: China Civil Engineering Journal, Vol 38(1) (2005), pp.51-53(in Chinese).

[3] Zhu B.: The Finite Element Method Theory and Applications (China WaterPower Press, Beijing 1998) (in Chinese).

[4] Huang C., etc: Fiber Concrete Structures (China machine press, Beijing 2004) (in Chinese).

[5] Technical Standard of Highway Engineering (China people communications publication, Beijing 2003) (in Chinese).

In order to see related information, you need to Login.