Paper Title:
Analysis on Shear Lag Effect of Single Box and Double Cell Box Girders for Wei River Grand Bridge
  Abstract

In order to study the influence of shear lag effect of single box and double cell box girder on structure,to make the rigid frame continuous bridge of Wei River grand bridge as the research object, through the establishment of finite element model, the normal stress and shear lag coefficient of the control sections in various working conditions is calculated, and the distribution of the box girder normal stress under shear lag effect is obtained.

  Info
Periodical
Chapter
Chapter 6: Frontiers of Mechanical Engineering (1)
Edited by
Dongye Sun, Wen-Pei Sung and Ran Chen
Pages
3145-3149
DOI
10.4028/www.scientific.net/AMM.121-126.3145
Citation
L. Sun, X. W. Hao, K. Lei, "Analysis on Shear Lag Effect of Single Box and Double Cell Box Girders for Wei River Grand Bridge", Applied Mechanics and Materials, Vols. 121-126, pp. 3145-3149, 2012
Online since
October 2011
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Price
$32.00
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