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Resistance of plate edges to concentrated forces
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Structural and Construction Engineering.
1995 (English)In: Journal of constructional steel research, ISSN 0143-974X, E-ISSN 1873-5983, Vol. 32, no 1, p. 69-105Article in journal (Refereed) Published
Abstract [en]

The prediction of the resistance of plate edges to concentrated loads has been dealt with in numerous studies of a more or less empirical nature. The normal approach is to use two criteria for the resistance, one based on yielding and one based on instability. This study aims at a procedure that is harmonized with those normally used for describing other buckling problems. It has been carried out as part of the work with drafting Eurocode 3 Part 2 and the paper is intended as a background document for the suggested design rules.

Place, publisher, year, edition, pages
1995. Vol. 32, no 1, p. 69-105
National Category
Building Technologies Construction Management
Research subject
Steel Structures; Construction Engineering and Management
Identifiers
URN: urn:nbn:se:ltu:diva-5844DOI: 10.1016/0143-974X(94)00010-FISI: A1995QB09600004Scopus ID: 2-s2.0-0041067738Local ID: 40770f70-b2de-11db-bf9d-000ea68e967bOAI: oai:DiVA.org:ltu-5844DiVA, id: diva2:978720
Note
Godkänd; 1995; 20070202 (ysko)Available from: 2016-09-29 Created: 2016-09-29 Last updated: 2018-07-10Bibliographically approved

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Johansson, BerntLagerqvist, Ove

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