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Behaviour and design of shallow composite slab
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Structural and Construction Engineering.ORCID iD: 0000-0003-4791-2341
2000 (English)In: Proceedings of the Conference Composite Construction in Steel and Concrete IV, American Society of Civil Engineers (ASCE), 2000, p. 310-321Conference paper, Published paper (Refereed)
Abstract [en]

The aim of this paper is to present a design method based on small scale tests and a finite element analysis called 3P PCSM (three parameters partial connection strength method) for composite slabs with shallow sheeting. A short review of the current design methods in Eurocode 4 (1) are given just to accentuate a new contribution. Distribution of forces within composite slabs for various loading is discussed. A well established definition of the shear length is redefined in the context of the new findings, in Veljkovic (2) and for implementation in the new design method. Finally, an example is given where a design according to 3P PCSM is compared with two methods given in Eurocode 4, the m-k method and the partial connection strength method.

Place, publisher, year, edition, pages
American Society of Civil Engineers (ASCE), 2000. p. 310-321
National Category
Building Technologies
Research subject
Steel Structures
Identifiers
URN: urn:nbn:se:ltu:diva-32588DOI: 10.1061/40616(281)27Local ID: 7205bbb0-056f-11dd-b034-000ea68e967bISBN: 784406162 (print)OAI: oai:DiVA.org:ltu-32588DiVA, id: diva2:1005822
Conference
Composite Construction in Steel and Concrete : 28/05/2000 - 02/06/2000
Note
Godkänd; 2000; 20080408 (ysko)Available from: 2016-09-30 Created: 2016-09-30 Last updated: 2018-06-08Bibliographically approved

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Veljkovic, Milan

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Citation style
  • apa
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  • Other locale
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