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

Abstract:

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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:

Edited by:

Yuanzhi Wang

Pages:

136-139

DOI:

10.4028/www.scientific.net/AMM.39.136

Citation:

X. C. Fan "Emulational Analysis of Concrete Pouring in Steel-Pipe Arch Rib of Fei Shuiya Bridge", Applied Mechanics and Materials, Vol. 39, pp. 136-139, 2011

Online since:

November 2010

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$35.00

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