Field Load Tests and Numerical Analysis of Qingzhou Cable-Stayed Bridge
Publication: Journal of Bridge Engineering
Volume 12, Issue 2
Abstract
A field load test is an essential way to understand the behavior and fundamental characteristics of newly constructed bridges before they are allowed to go into service. The results of field static load tests and numerical analyses on the Qingzhou cable-stayed bridge ( central span length) over the Ming River, in Fuzhou, China are presented in the paper. The general test plan, tasks, and the responses measured are described. The level of test loading is about 80–95% of the code-specified serviceability load. The measured results include the deck profile, deck and tower displacements, and stresses of steel-concrete composite deck. A full three-dimensional finite-element model is developed and calibrated to match the measured elevations of the bridge deck. A good agreement is achieved between the experimental and analytical results. It is demonstrated that the initial equilibrium configuration of the bridge plays an important role in the finite-element calculations. Both experimental and analytical results have shown that the bridge is in the elastic state under the planned test loads, which indicates that the bridge has an adequate load-carrying capacity. The calibrated finite-element model that reflects the as-built conditions can be used as a baseline for health monitoring and future maintenance of the bridge.
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Acknowledgments
Support from the National Natural Science Foundation of China (NSFC), under Grant No. 50378021, is greatly acknowledged. The first writer also thanks the financial support from the Program for New Century Excellent Talents (NCET) in University, Ministry of Education, People’s Republic of China.
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Information & Authors
Information
Published In
Journal of Bridge Engineering
Volume 12 • Issue 2 • March 2007
Pages: 261 - 270
Copyright
© 2007 ASCE.
History
Received: Jun 26, 2005
Accepted: Feb 24, 2006
Published online: Mar 1, 2007
Published in print: Mar 2007
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