Paper Title:
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.

  Info
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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