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

Hao, Jiang

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

Hao, Jiang

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.

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

Hao, Jiang

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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Title:

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

Contributors:

Hao, Jiang (author)

Published in:

ICMEAT, International Conference on Materials Engineering for Advanced Technologies, 2011 ; 1318-1323

Key Engineering Materials ; 480-481

Publication date:

2011

Size:

6 Seiten

ISSN:

DOI:

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

Type of media:

Conference paper

Type of material:

Print

Language:

English

Keywords:

numerische Simulation , Konstruktionsmethode , Brückenbau , Finite-Elemente-Methode , Betriebsmessung , Ofengewölbe , Nichtlinearität , simuliertes Ergebnis

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