Analyze Shear Behavior and Transfer Efficiency of Variable cross-section Composite Box Girder with Corrugated Steel Webs
[1]Wu Haipeng,Li Jie,Chen Huai.Analyze Shear Behavior and Transfer Efficiency of Variable cross-section Composite Box Girder with Corrugated Steel Webs[J].Journal of Zhengzhou University (Engineering Science),2017,38(02):83-.[doi:10.13705/j.issn.1671-6833.2017.02.018]
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Journal of Zhengzhou University (Engineering Science)[ISSN
1671-6833/CN
41-1339/T] Volume:
38卷
Number of periods:
2017 02
Page number:
83-
Column:
Public date:
2017-04-28
- Title:
- Analyze Shear Behavior and Transfer Efficiency of Variable cross-section Composite Box Girder with Corrugated Steel Webs
- Keywords:
-
variable cross-section; composite box girder; corrugated steel webs; shear stress; shear transfer efficiency
- CLC:
- -
- DOI:
- 10.13705/j.issn.1671-6833.2017.02.018
- Abstract:
- Based on characteristics of the variable cross-section box girder with corrugated steel webs,considering girderheight and bottom plate from the force equilibrium of thickness,the elastic element,the web’ s shear stress formula was derived.It was shown got that shear stress of variable cross-section composite box girder with corrugated steel webs was sheared by top and bottom concrete plate and corrugated steel webs.It was concluded that the variable cross-section composite box girder’ s shear was caused by the section’s shear force,in addition,also including additional shear stress which was produced by bending moment and axial force.Through comparing of the formula solutions section and variable’ s formula and FEA results of constant section,it is indicated that the shear stress calculation formula has higher calculation precision.Finally,based on testing the formula,taking into account three load cases,variable cross-section box girder with corrugated steel webs shear force transfer efficiency was given.
- References:
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