Paper Title:
Nonlinear Analysis of Behaviors of Steel-Concrete Composite Beams with Slipping
  Abstract

This paper has the background of JiuJiang bridge recover engineering, and uses the approach that combining submodel method with finite element method to establish the simplified model of the whole steel-concrete composite beam bridge without considering slipping and the refinde model of the typical section with considering slipping. The distribution of slipping of steel-concrete composite beam under the condition of operation is researched. In addition, the deflection as well the stress of typical section between the two kinds of models is contrasted and analyzed. Based on these researches, this article uses the Midas Civil to study the creep effect of steel-concrete composite beam cable-stayed bridge.

  Info
Periodical
Chapter
Chapter 5: Road and Bridge Engineering
Edited by
Paul P. Lin and Chunliang Zhang
Pages
1187-1196
DOI
10.4028/www.scientific.net/AMM.105-107.1187
Citation
W. F. Wang, G. Q. Zheng, B. B. Huang, "Nonlinear Analysis of Behaviors of Steel-Concrete Composite Beams with Slipping", Applied Mechanics and Materials, Vols. 105-107, pp. 1187-1196, 2012
Online since
September 2011
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Price
$32.00
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