Reliability Calculation of Design Point Method for Orthotropic Plate

Jian Hua Cheng; Jian Min Xiong; Jin Zhi Zhou

doi:10.4028/www.scientific.net/AMR.639-640.1029

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 639-640Reliability Calculation of Design Point Method for...

Reliability Calculation of Design Point Method for Orthotropic Plate

Abstract:

The design point method is a commonly-used method on fatigue reliability analysis. It is put forward, based on Palmgren-Miner linear fatigue damage accumulation rule, that the evaluation method of fatigue reliability for orthotropic plate in this article. It is analyzed the random variables of limit state equation of single component, established the three parameters of stress amplitude , fatigue life and constant , and derived the calculation method on reliability index of design point method, which would provide evidence for consequent design of Orthotropic Plate.

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Periodical:

Advanced Materials Research (Volumes 639-640)

Pages:

1029-1032

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.639-640.1029

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Online since:

January 2013

Authors:

Jian Hua Cheng, Jian Min Xiong, Jin Zhi Zhou

Keywords:

Design Point Method, Limit State Equation, Orthotropic Plate, Reliability Index

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References

[1] G.F. Zhao, Structural Reliability Theory, China Architecture and Building Press, Beijing, 2000, pp.35-38.

Google Scholar

[2] R.J. Dexter, W.J. Wright and J.W. Fisher, Fatigue and fractures of steel girders: submitted to Journal of Bridge Engineering (2004).

Google Scholar

[3] Li Ying, Huang Qiao. Fracture mechanics approach based fatigue reliability assessment on steel bridges: submitted to Science Technology and Engineering (2008).

Google Scholar

[4] D. Jajich, A.E. Schultz, Measurement and analysis of distortion-induced fatigue in multigirder steel bridges: submitted to Journal of Bridge Engineering (2003).

DOI: 10.1061/(asce)1084-0702(2003)8:2(84)

Google Scholar

[5] T.F. Li, Reliability Design of Railway Bridge, first ed., China Railway Punishment House, Beijing, 2006.

Google Scholar