Paper Title:
Shear Lag in Thin-Walled Box Girder with Variable Section
  Abstract

In this paper, a equivalent-section method of analyzing shear lag effects in box girders is presented. The effect of two major parameters on shear lag is investigated for cantilever and continuous box girders with variable section under two kinds of loads. It is shown that the span-width ratio, in addition to the flange stiffness to total stiffness ratio, has a significant influence on the shear lag. Finally, conclusions are drawn with regard to further study and research.

  Info
Periodical
Advanced Materials Research (Volumes 194-196)
Edited by
Jianmin Zeng, Taosen Li, Shaojian Ma, Zhengyi Jiang and Daoguo Yang
Pages
1165-1169
DOI
10.4028/www.scientific.net/AMR.194-196.1165
Citation
Y. H. Zhang, Z. J. Yang, S. Z. Liu, "Shear Lag in Thin-Walled Box Girder with Variable Section", Advanced Materials Research, Vols. 194-196, pp. 1165-1169, 2011
Online since
February 2011
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Price
$32.00
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