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Longitudinal shear capacity of composite slabs
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Structural and Construction Engineering.
1995 (English)In: Nordic Steel Construction Conference '95: proceedings : [new materials, new codes, new applications] : Malmö, Sweden, June 19-21, 1995, Stockholm: Stålbyggnadsinstitutet , 1995, p. 547-554Conference paper, Published paper (Refereed)
Abstract [en]

Two parameters, mechanical interlocking and friction factors, are considered as sufficient for the prediction of longitudinal shear failure when strain levels in the sheeting are relatively low or when strong longitudinal slip resistance is considered. The mentioned parameters and reduction of mechanical interlocking caused by additional tensile strains in the thin-walled steel sheeting are measured on a segment of the composite slab by using the small scale test

Place, publisher, year, edition, pages
Stockholm: Stålbyggnadsinstitutet , 1995. p. 547-554
Series
Publikation / Stålbyggnadsinstitutet - SBI, ISSN 0348-0577 ; 150
National Category
Building Technologies
Research subject
Steel Structures
Identifiers
URN: urn:nbn:se:ltu:diva-28714Local ID: 29b570e0-b7c5-11dd-9c2e-000ea68e967bISBN: 91-7127-009-4 (print)OAI: oai:DiVA.org:ltu-28714DiVA, id: diva2:1001918
Conference
Nordic Steel Construction Conference : 19/06/1995 - 21/06/1995
Note
Godkänd; 1995; 20081121 (andbra)Available from: 2016-09-30 Created: 2016-09-30 Last updated: 2017-11-25Bibliographically approved

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Total: 119 hits
CiteExportLink to record
Permanent link

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Citation style
  • apa
  • harvard1
  • ieee
  • modern-language-association-8th-edition
  • vancouver
  • Other style
More styles
Language
  • de-DE
  • en-GB
  • en-US
  • fi-FI
  • nn-NO
  • nn-NB
  • sv-SE
  • Other locale
More languages
Output format
  • html
  • text
  • asciidoc
  • rtf