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High strength steel tension splices with one or two bolts
Authors:Primož Može  Darko Beg
Affiliation:Faculty of Civil and Geodetic Engineering, University of Ljubljana, Jamova 2, 1000 Ljubljana, Slovenia
Abstract:The paper presents experimental research of 38 tension splices with bolts in double shear. Steel grade S690 was used. The objective of the research was to determine ductility and resistance of such connections. The experimental resistance is compared to Eurocode provisions and a new bearing resistance formula is developed. The reliability assessment is given according to EN 1990, Annex D.
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