Paper Title:
Mechanical Analysis of Deck Pavement of Curved Continuous Steel Box Girder
  Abstract

The geometric structure of steel deck plates is complex. So it is difficult to get precise results in the mechanics calculation of deck pavement with traditional methods. This paper adopts the finite element method for the mechanics analysis of the composite guss asphalt surfacing layer of curved steel box girder bridges. By taking the orthotropic steel deck and the pavement as a whole, a reasonable finite element model is established and optimized for the mechanical study of steel deck pavement. This model can be used to study the stress and deformation features of the surfacing layer. According to the common diseases in steel deck pavements and the effect of the overload and the horizontal load in braking to the pavement, this paper puts forward the comprehensive control indicators for pavement failures.

  Info
Periodical
Advanced Materials Research (Volumes 243-249)
Edited by
Chaohe Chen, Yong Huang and Guangfan Li
Pages
1941-1946
DOI
10.4028/www.scientific.net/AMR.243-249.1941
Citation
M. Cao, G. F. Li, H. P. Zhu, "Mechanical Analysis of Deck Pavement of Curved Continuous Steel Box Girder", Advanced Materials Research, Vols. 243-249, pp. 1941-1946, 2011
Online since
May 2011
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Price
$32.00
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