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Punching Shear on Steel Egde Columns
KTH, School of Architecture and the Built Environment (ABE), Civil and Architectural Engineering, Concrete Structures.
2011 (English)In: Nordic Concrete Research: Research Projects 2011 / [ed] The Nordic Concrete Fedaration, Oslo: Norsk Betongforening , 2011, 183-186 p.Conference paper, Published paper (Refereed)
Abstract [en]

In the design of flat slabs supported on steel edge columns, the same design method for punching shear as for slabs on ridged concrete columns is usually adopted. This has been questioned, as a slender steel column cannot transfer the hogging moment of the slab which is normally assumed in punching shear design. An alternative design method based on beam shear analogy has been proposed and also been verified by non-linear finite element analyses.

Place, publisher, year, edition, pages
Oslo: Norsk Betongforening , 2011. 183-186 p.
Series
Nordic Concrete Research, ISSN 0800-6377 ; 42
Keyword [en]
Punching shear, concrete slabs, edge steel columns, design, non-linera finite element analyses
National Category
Civil Engineering
Identifiers
URN: urn:nbn:se:kth:diva-63409ISBN: 978-82-8208-025-5 (print)OAI: oai:DiVA.org:kth-63409DiVA: diva2:482194
Conference
XXI Nordic Concrete Research Symposium, Hämeenliina, Finland, June 2011
Note
QC 20120126Available from: 2012-01-23 Created: 2012-01-23 Last updated: 2012-01-26Bibliographically approved

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