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Experimental verification of static buckling of partially composite beams and beam-columns
Linköping University, Department of Science and Technology, Communications and Transport Systems. Linköping University, Faculty of Science & Engineering. (Byggteknik)
Umeå universitet.
Umeå universitet.
Lulleå tekniska universitet.
2015 (English)In: Proceeding Advanced Materials World Congress, 2015, Vol. 1Conference paper, Abstract (Refereed)
Abstract [en]

The authors present an experimental study on static buckling of partially composite beams and beam-columns. In this context, a composite wall segment is tested consisting of timber studs connected to specially designed plywood board by means of shear connectors. The critical loads that characterise the buckling of timbre beams/columns with partial composite action are calculated both experimentally and theoretically. A good agreement is obtained between the analytical and experimental results. Further, it is discussed from the practical point of view that factors, which affect the deviation between the theoretical and experimental results. 

Place, publisher, year, edition, pages
2015. Vol. 1
Keyword [en]
Axial loading conditions; Stratic buckling; composite beam/columns
National Category
Building Technologies
URN: urn:nbn:se:liu:diva-119681OAI: diva2:825759
Advanced Materials World Congress
Available from: 2015-06-24 Created: 2015-06-24 Last updated: 2015-08-10

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Hassan, Osama
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Communications and Transport SystemsFaculty of Science & Engineering
Building Technologies

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