Mechanical Analysis of Deck Pavement of Curved Continuous Steel Box Girder

Abstract:

Article Preview

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 et al., "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

Export:

Price:

$35.00

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

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