Evaluation and Study on the Bearing Capacity of Deck Type Concrete Arch Bridge

Hang Sun; Da Peng Chen; Ying Ping Wu

doi:10.4028/www.scientific.net/KEM.648.72

Paper Titles

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Analysis on the Collision Couple between Drift Ice and Long-Span Prestressed Concrete T-Rigid Frame Bridge Pier
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Time-Dependent Reliability Prediction Analysis of Bridge Members Considering Dependence of Failure Modes and Proof Modes
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Vehicle Load Spectrum Simulation of Long-Span Bridges
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Review of the Rapid Damage Diagnosis of Medium and Short-Span Bridges
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Research on Construction Technology of Fixation Stent Installing Comb Expansion Joint
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Static Model Experiment Study on a Concrete-Filled Steel Tubular Arch Bridge
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Evaluation and Study on the Bearing Capacity of Deck Type Concrete Arch Bridge
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Impact Factor Statistics Analysis of Concrete Filled Steel Tube Arch Bridge Considered Random Roughness of Bridge Deck
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HomeKey Engineering MaterialsKey Engineering Materials Vol. 648Evaluation and Study on the Bearing Capacity of...

Evaluation and Study on the Bearing Capacity of Deck Type Concrete Arch Bridge

Abstract:

As more and more arch bridges built with the construction method of cantilever erection, the strength and entirety of the bridge shall worry the designers. This paper studies an arch bridge with a 65-meter span, gives the static loading test plan and the dynamic test plan, analyzes the testing data of the displacement and strain, explains the methods of static and dynamic load test in detail, and gives a conclusion about the bearing capacity and dynamic properties of bridge. This can be referred by the similar bridge.

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Periodical:

Key Engineering Materials (Volume 648)

Pages:

72-79

DOI:

https://doi.org/10.4028/www.scientific.net/KEM.648.72

Citation:

Cite this paper

Online since:

June 2015

Authors:

Hang Sun*, Da Peng Chen, Ying Ping Wu

Keywords:

Arch Bridge, Bearing Capacity, Bearing Capacity Evaluation, Loading Test

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* - Corresponding Author

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