Emulational Analysis of Concrete Pouring in Steel-Pipe Arch Rib of Fei Shuiya Bridge

Xiao Chun Fan

doi:10.4028/www.scientific.net/AMM.39.136

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 39Emulational Analysis of Concrete Pouring in...

Emulational Analysis of Concrete Pouring in Steel-Pipe Arch Rib of Fei Shuiya Bridge

Abstract:

Fei Shuiya Bridge is a half-through steel-pipe concrete arch bridge with uniform catenary. Based on sufficiently considering the principle of symmetrically loading rib concrete, the pouring process of concrete is calculated through MIDAS/Civil 6.71. Structural distortion, bearing-force characteristics and stabilization coefficient of each phase are given. Structural security is discussed too. Conclusions have a certain reference value for the same bridge in pouring the rib concrete.

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Periodical:

Applied Mechanics and Materials (Volume 39)

Pages:

136-139

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.39.136

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Online since:

November 2010

Authors:

Xiao Chun Fan

Keywords:

Concrete Pouring, Emulational Calculation, Fei Shuiya Bridge, Steel-Pipe Arch Rib

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References

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