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Resistance of longitudinally stiffened I-girders subjected to concentrated loads
Luleå tekniska universitet.
2003 (English)In: Journal of constructional steel research, ISSN 0143-974X, E-ISSN 1873-5983, Vol. 59, no 5, p. 561-586Article in journal (Refereed) Published
Abstract [en]

This paper presents a design procedure for the determination of the ultimate resistance of longitudinally stiffened girder webs to concentrated loads. The influence from the longitudinal stiffener is considered in the slenderness parameter λ, through the buckling coefficient kf. This procedure is harmonized with other design procedures currently used for describing buckling problems in steel structures. An expression is developed for the buckling coefficient based on finite element analysis. The interaction between the web plate with flanges and a longitudinal stiffener was considered in the analysis. The ultimate strength according to the design procedure presented herein and the results are compared with available experimental results. The interaction with bending is also investigated

Place, publisher, year, edition, pages
2003. Vol. 59, no 5, p. 561-586
National Category
Building Technologies
Research subject
Steel Structures
Identifiers
URN: urn:nbn:se:ltu:diva-5156DOI: 10.1016/S0143-974X(02)00046-9ISI: 000181528900001Scopus ID: 2-s2.0-0037400667Local ID: 32f6ce40-7740-11dc-80da-000ea68e967bOAI: oai:DiVA.org:ltu-5156DiVA, id: diva2:978030
Note
Validerad; 2003; 20071010 (ysko)Available from: 2016-09-29 Created: 2016-09-29 Last updated: 2018-07-10Bibliographically approved

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Johansson, Bernt

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