Influence of Shear Lag and Shear Deformation Effects on Deflection of Composite Box Girder with Corrugated Steel Webs

Peng Qiao

doi:10.4028/www.scientific.net/AMR.671-674.985

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 671-674Influence of Shear Lag and Shear Deformation...

Influence of Shear Lag and Shear Deformation Effects on Deflection of Composite Box Girder with Corrugated Steel Webs

Abstract:

The shear lag and shear deformation effects on deflection of composite girder with corrugated steel webs (CGCSW) was studied. The influence of shear lag and shear deformation effect was expressed by deflection coefficient δ1 and δ2. Parametric analysis within a scope of dimensions of built-in girders was performed, including girder span, width, height, thickness of concrete flange and thickness of steel web. The results show that the deflection coefficient of shear lag effect is approximately directly proportional to square of width-span ratio, while the deflection coefficient of shear deformation effect is related to all parameters. It’s suggested that shear lag effect on CGCSW’s deflection be neglected when width-span ratio is smaller than 1/9, and shear deformation effect should always be considered.

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Periodical:

Advanced Materials Research (Volumes 671-674)

Pages:

985-990

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.671-674.985

Citation:

Cite this paper

Online since:

March 2013

Authors:

Peng Qiao

Keywords:

Bridge Engineering, Composite Structure, Corrugated Steel Web, Deflection, Shear Deformation, Shear Lag

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