Analyze on Construction Status Long-Span Arch Rib Bridge by Numerical Simulation

Jiang Hao

doi:10.4028/www.scientific.net/KEM.480-481.1318

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HomeKey Engineering MaterialsKey Engineering Materials Vols. 480-481Analyze on Construction Status Long-Span Arch Rib...

Analyze on Construction Status Long-Span Arch Rib Bridge by Numerical Simulation

Abstract:

Non-cable hoisting frame is a construction method of the main arch ribs of big span bridge. The key issue in the numerical simulation of this type of bridge construction is geometric nonlinearity approach. Construction method of long-span bridge rib and stage-by-stage construction method of a arch bridge was simulated by finite element method. The geometric description was attained comparison with simulation results and the actual measurement of cable force. The results show that finite element method is effectively used in the simulation of long span arch bridge construction.

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Periodical:

Key Engineering Materials (Volumes 480-481)

Pages:

1318-1323

DOI:

https://doi.org/10.4028/www.scientific.net/KEM.480-481.1318

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Online since:

June 2011

Authors:

Jiang Hao

Keywords:

Arch Bridge, Finite Element Model (FEM), Numerical Simulation

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References

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