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Design of composite slabs based on small scale test
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Structural and Construction Engineering.
1998 (English)In: Proceedings / Nordic Steel Construction Conference 98: Bergen, Norway, September 14th - 16th, 1998 ; new materials, new codes, new applications, Oslo: Norwegian Steel Association , 1998, 415-426 p.Conference paper (Refereed)
Abstract [en]

An obvious tendency from recent research in the area of composite slabs is to substitute design rules based on so called parametric tests and m-k method by design rules that are established on structural principles. The aim of this paper is to show advantages of partial connection strength method based on three interface characteristics evaluated from the small scale tests: mechanical interlocking resistance, friction at the support, and reduction of the mechanical interlocking due to high strains in the profiled sheeting. The design method, so called 3P PCSM, is proposed for a possible inclusion as an alternative method for design of composite slabs with shallow profiled sheeting in Eurocode 4. The proposal is an improved version of the existing partial connection strength method because it uses a similar structural model to calculate design bending resistance but it covers even a slab with brittle behaviour. A design example is given to illustrate the proposed procedure and to compare results obtained by various design methods

Place, publisher, year, edition, pages
Oslo: Norwegian Steel Association , 1998. 415-426 p.
Research subject
Steel Structures
URN: urn:nbn:se:ltu:diva-38105Local ID: c62c4db0-99dc-11dd-bc49-000ea68e967bISBN: 82-91466-02-5 (print)OAI: diva2:1011604
Nordic Steel Construction Conference : 14/09/1998 - 16/09/1998
Godkänd; 1998; 20081014 (andbra)Available from: 2016-10-03 Created: 2016-10-03Bibliographically approved

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