Change search
ReferencesLink to record
Permanent link

Direct link
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.
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.
Research subject
Structural Engineering
URN: urn:nbn:se:ltu:diva-12477DOI: 10.4028/ ID: ba1bdc80-ed69-11dd-8bf2-000ea68e967bOAI: diva2:985428

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: 2016-10-19Bibliographically approved

Open Access in DiVA

No full text

Other links

Publisher's full text

Search in DiVA

By author/editor
Enochsson, OlaElfgren, Lennart
By organisation
Structural and Construction Engineering
In the same journal
Key Engineering Materials

Search outside of DiVA

GoogleGoogle ScholarTotal: 1 downloads
The number of downloads is the sum of all downloads of full texts. It may include eg previous versions that are now no longer available

Altmetric score

Total: 1 hits
ReferencesLink to record
Permanent link

Direct link