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The effect of flexural–torsional buckling on the stability of timber members: a case study
Linköping University, Department of Science and Technology, Communications and Transport Systems. Linköping University, Faculty of Science & Engineering. (Byggteknik)
2021 (English)In: SN Applied Sciences, ISSN 2523-3963, E-ISSN 2523-3971, Vol. 3, no 6, article id 619Article in journal, Editorial material (Refereed) Published
Abstract [en]

This study investigates the stability of timber members subjected to simultaneously acting axial compression and bending moment, with possible risk for torsional and flexural–torsional buckling. This situation can occur in laterally supported members where one side of the member is braced but the other side is unbraced. In this case, the free side will buckle out of plane while the braced side will be prevented from torsional and flexural–torsional buckling. This problem can be evident for long members in timber-frame structures, which are subjected to high axial compression combined with bending moments in which the member is not sufficiently braced at both sides. This study is based on the design requirement stated in Eurocode 5. Solution methods discussed in this paper can be of interest within the framework of structural and building Engineering practices and education in which the stability of structural elements is investigated.

Place, publisher, year, edition, pages
Schweiz: Springer, 2021. Vol. 3, no 6, article id 619
Keywords [en]
Flexural–torsional buckling, Stability of timber structures, Eurocode 5, Ultimate limit state
National Category
Building Technologies
Identifiers
URN: urn:nbn:se:liu:diva-175673DOI: 10.1007/s42452-021-04604-6OAI: oai:DiVA.org:liu-175673DiVA, id: diva2:1554561
Available from: 2021-05-15 Created: 2021-05-15 Last updated: 2023-03-28Bibliographically approved

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Hassan, Osama

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CiteExportLink to record
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