期刊
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH
卷 66, 期 8-9, 页码 1000-1010出版社
ELSEVIER SCI LTD
DOI: 10.1016/j.jcsr.2010.03.009
关键词
High strength steel; Bolted connections; Ductility; Resistance; Bolt bearing
资金
- Slovenian Ministry of Science and Technology
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. (C) 2010 Elsevier Ltd. All rights reserved.
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