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Finite element analysis of small span reinforced concrete trough railway bridge
Central South University of Forestry and Technology, Changsha.
Central South University of Forestry and Technology, Changsha.
LuleƄ University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Structural and Construction Engineering.ORCID iD: 0000-0002-0560-9355
2009 (English)In: Key Engineering Materials, ISSN 1013-9826, E-ISSN 1662-9795, Vol. 400-402, 645-650 p.Article in journal (Refereed) Published
Abstract [en]

The static behavior of a reinforced concrete trough railway bridge is analyzed by finite element method. The influences of load distribution fashion, supporting width of the bearings and the additional support beneath the girder are investigated; and the spatial effect of the stress distribution is studied as well. To confirm the analysis accuracy, the results are calibrated with the field load test results. It is found that the influence of load distribution fashion is minor and negligible, while those of supporting width and additional support are not negligible; and the spatial effect is significant.

Place, publisher, year, edition, pages
2009. Vol. 400-402, 645-650 p.
National Category
Infrastructure Engineering
Research subject
Structural Engineering
Identifiers
URN: urn:nbn:se:ltu:diva-12477DOI: 10.4028/www.scientific.net/KEM.400-402.645Local ID: ba1bdc80-ed69-11dd-8bf2-000ea68e967bOAI: oai:DiVA.org:ltu-12477DiVA: diva2:985428
Note

Validerad; 2009; Bibliografisk uppgift: Volymens titel: Advances in concrete and structures. ISBN: 0-87849-349-2 A first version was presented at the Second International Conference on Advances in Concrete and Structures, ICACS 2, at Hunan University, Changsha, China, June 19-21. 2008; 20090128 (elfgren)

Available from: 2016-09-29 Created: 2016-09-29 Last updated: 2017-11-24Bibliographically approved

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