Paper Title:
Mechanical Analysis for the Deck Pavement of Long-Span Steel Bridge
  Abstract

The mechanical analysis is applied for the steel box girder bridge with orthotropic plate and pavement by means of Finite Element Method. The interaction between steel bridge and pavement on the long-span steel bridge is evaluated in three calculation stages. The emphasis of the analysis includes the mechanical characteristics and the influential factors of large components(cross diaphragm)and local components (U-shaped ribs). Considering the mechanical changes by the load of heavy-duty vehicles and heavy load with braking, the interfacial shear failure is studied for the main form of damage. In view of this major form of damage, this paper puts forward the corresponding mechanical analysis of the indicators.

  Info
Periodical
Advanced Materials Research (Volumes 378-379)
Chapter
Chapter 2: Structural and New Functional Materials
Edited by
Brendan Gan, Yu Gan and Y. Yu
Pages
302-305
DOI
10.4028/www.scientific.net/AMR.378-379.302
Citation
C. Y. Wu, Z. X. Zhang, "Mechanical Analysis for the Deck Pavement of Long-Span Steel Bridge", Advanced Materials Research, Vols. 378-379, pp. 302-305, 2012
Online since
October 2011
Export
Price
$32.00
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