Analysis of Long-Term Deflection on Large-Span Continuous Rigid Bridge

Yuan Li; Shuan Hai He; Chao Wang; Shuai Luo

doi:10.4028/www.scientific.net/AMM.638-640.1055

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 638-640Analysis of Long-Term Deflection on Large-Span...

Analysis of Long-Term Deflection on Large-Span Continuous Rigid Bridge

Abstract:

Through the long-term deflection observation results and the measured data of effective pre-stress of Humen bridge before and after reinforcement, using three-phase bridge long-term deflection calculation method, compare the measured data and the calculation conditions in three kinds. Basing on the measure value of construction degradation, presenting the long-term deflection correction coefficient of long-term deflection to predict construction deflection. Analysis results show that the calculation model considering the construction degradation is more close to the practical situation. The long-term deflection calculation method based on the coefficient of correction can be used in the prediction calculation.

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Periodical:

Applied Mechanics and Materials (Volumes 638-640)

Pages:

1055-1058

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.638-640.1055

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Online since:

September 2014

Authors:

Yuan Li*, Shuan Hai He, Chao Wang, Shuai Luo

Keywords:

Bridge Engineering, Continuous Rigid Frame Bridge, Deflection Compensation Factor, Long-Term Deflection, Prediction of Long-Term Deflection, Pre-Stressing Loss

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* - Corresponding Author

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