Remaining Service Life Prediction of Reinforced Stone Arch Bridge

Abstract:

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The remaining service life of reinforced stone arch bridges is of great concern to management and conservation units. It is also the scientific basis for decision to next reinforced maintenance or rebuild. The concept of time-dependent reliability is introduced. Accoding to the most common section enlargement reinforcement method, the load and resistance of the structures are analyzed. The analysis methods and steps of life prediction are proposed, and the remaining service life is obtained. Based on above methods, an engineering example is given, the service life forecast calculation of reinforced stone arch bridges is discussed.

Info:

Periodical:

Edited by:

Xuejun Zhou

Pages:

1127-1131

DOI:

10.4028/www.scientific.net/AMM.90-93.1127

Citation:

F. Q. Guo and Z. W. Yu, "Remaining Service Life Prediction of Reinforced Stone Arch Bridge", Applied Mechanics and Materials, Vols. 90-93, pp. 1127-1131, 2011

Online since:

September 2011

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Price:

$35.00

[1] Guiqing Li and Qiusheng Li: Theory and Application of Engineering Structure Time-dependent Reliability(China Communications Press,Beijing 2004)(in Chinese).

[2] Ministry of Communications of The People's Republic of China: Unified standard for reliability desian of highway engineering structures(GB/T 50283-1999)(China Planning Press, Beijing 1999) (in Chinese).

[3] Amimesh Dey, Sankaran Mahadevan: submitted to Journal of Structural Engineering(2000).

[4] Dongping Fang and Jian Zhang: submitted to Architecture Technology (2002) (in Chinese).

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