Transverse Ribs Affect the Stability of Steel-Concrete Composite Box Beams

Chong Yang Zhou; Jian Rong Yang; Wan Wan Jiang

doi:10.4028/www.scientific.net/AMM.587-589.1663

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 587-589Transverse Ribs Affect the Stability of...

Transverse Ribs Affect the Stability of Steel-Concrete Composite Box Beams

Abstract:

The paper uses the finite element method to the specific structure of the linear buckling analysis to study the steel - concrete buckling coefficient changes when the changes and adjustments in the case of composite box girder structure different density transverse stiffening ribs buckling coefficient bracing spacing, Thus obtained that the almost linear relationship between the change in distance between the transverse stiffening ribs and buckling coefficient. Meanwhile get when bracing spacing when a valid range, coefficient of variation of buckling structure is not particularly obvious. Which is to adjust the spacing and lateral bracing number of stiffening ribs provide a space.

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Periodical:

Applied Mechanics and Materials (Volumes 587-589)

Pages:

1663-1667

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.587-589.1663

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Online since:

July 2014

Authors:

Chong Yang Zhou*, Jian Rong Yang, Wan Wan Jiang

Keywords:

Box-Beam Structure, Bracing Spacing, Buckling Coefficient, Transverse Ribs

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* - Corresponding Author

References

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