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Resistance of cold-formed high strength steel angles
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Structural and Fire Engineering.
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Structural and Fire Engineering.
Delft University of Technology, The Netherlands.
University of Coimbra, Portugal.
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2017 (English)In: Journal of constructional steel research, ISSN 0143-974X, E-ISSN 1873-5983Article in journal (Refereed) Submitted
Place, publisher, year, edition, pages
2017.
Keyword [en]
High strength steel, Cold-formed sections, Geometrical imperfections, Experimental investigation, Finite element analysis, Buckling curve.
National Category
Civil Engineering Building Technologies
Research subject
Steel Structures
Identifiers
URN: urn:nbn:se:ltu:diva-63086OAI: oai:DiVA.org:ltu-63086DiVA: diva2:1089437
Available from: 2017-04-19 Created: 2017-04-19 Last updated: 2017-09-05
In thesis
1. Resistance of cold-formed high strength steel sections: Effect of cold-formed angle
Open this publication in new window or tab >>Resistance of cold-formed high strength steel sections: Effect of cold-formed angle
2017 (English)Doctoral thesis, comprehensive summary (Other academic)
Place, publisher, year, edition, pages
Luleå University of Technology, 2017
Series
Doctoral thesis / Luleå University of Technology 1 jan 1997 → …, ISSN 1402-1544
National Category
Civil Engineering
Research subject
Steel Structures
Identifiers
urn:nbn:se:ltu:diva-64936 (URN)978-91-7583-931-8 (ISBN)978-91-7583-932-5 (ISBN)
Public defence
2017-10-06, F1031, Luleå University of Technology, 10:00 (English)
Supervisors
Available from: 2017-08-11 Created: 2017-08-02 Last updated: 2017-09-15Bibliographically approved

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