Study on Static Design Methods of Plain Steel Plate-Light Weight Concrete Hollow Composite Decks

Yong Yang; Kang An; Su Sheng Zeng; Jian Yang Xue

doi:10.4028/www.scientific.net/AMM.166-169.610

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 166-169Study on Static Design Methods of Plain Steel...

Study on Static Design Methods of Plain Steel Plate-Light Weight Concrete Hollow Composite Decks

Abstract:

Based on the experiment results of five plain steel plate-light weight concrete hollow deck specimens, the design methods of the composite decks which mainly including the calculation method of the bearing capacity and calculation method of the flexural rigidity were introduced. In the paper, the bearing capacity and flexural rigidity of the composite at two orthogonal directions, which including the direction parallel to the pipes and the direction perpendicular to the pipes, were both introduced. The calculation results of the bearing capacity and middle-span deflection were in good agreement with those of the experimental results, and in the return calculation methods were verified. Therefore, the design methods and calculation methods were useful to the design of this new type composite deck.

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Periodical:

Applied Mechanics and Materials (Volumes 166-169)

Pages:

610-615

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.166-169.610

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Online since:

May 2012

Authors:

Yong Yang, Kang An, Su Sheng Zeng, Jian Yang Xue

Keywords:

Bearing Capacity, Flexural Rigidity, Lightweight Concrete, Steel Plate-Concrete Hollow Composite Decks

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