Paper Title:
Stress Analysis of Steel Deck Pavement of Box Girder Bridge under Vehicle Wheel Loads
  Abstract

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, 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
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Price
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