Fatigue Phenomenon Analysis of the Steel Railway Bridges with Short and Medium Span

Stefan I. Gutiu; Catalin Moga

doi:10.4028/www.scientific.net/AMM.587-589.1416

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 587-589Fatigue Phenomenon Analysis of the Steel Railway...

Fatigue Phenomenon Analysis of the Steel Railway Bridges with Short and Medium Span

Abstract:

This paper presents the fatigue checking methodology of the steel bridge members according to Romanian norm SR 1911-98 and EN 1993-1-9. A comparative analysis regarding the fatigue checking of the main girders of a 30 m span steel railway bridge is made. The concluding remarks and observations are useful in the design activity of this type of structures.

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Periodical:

Applied Mechanics and Materials (Volumes 587-589)

Pages:

1416-1419

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.587-589.1416

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Online since:

July 2014

Authors:

Stefan I. Gutiu*, Catalin Moga

Keywords:

Eurocode 3, Fatigue Analysis, Romanian Codes, Steel Bridges

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* - Corresponding Author

References

[1] SR 1911-98. Poduri metalice de cale ferată. Prescripţii de proiectare. ASRO (1998).

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[2] EN1991-2. EUROCODE 1. Actions on structures. Part 2: Traffic loads on bridges, (2002).

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[3] EN1993-1-9. EUROCODE 3. Design of steel structures. Part 1-9: Fatigue, (2003).

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[4] EN1993-2. EUROCODE 3. Design of steel structures. Part 2: Steel bridges, (2005).

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[5] P. Moga, V. Pacurar, St.I. Gutiu, C. Moga: Poduri metalice. Suprastructura pod de cale ferata, UTPRESS Cluj-Napoca, Romania (2007).

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[6] St.I. Gutiu, P. Moga, C. Moga: Fatigue design considerations of the steel plate girders, Intersections, Iasi, Romania (2008).

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[7] St.I. Gutiu: Load bearing capacity analysis of the bridge girders according to romanian norms and eurocodes Ph. D. Thesis, Technical University of Cluj-Napoca, Romania (2007).

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[8] P. Moga, St.I. Gutiu, C. Moga: Proiectarea elementelor din otel UTPRESS Cluj-Napoca, Romania (2012).

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