High strength steel tension splices with one or two bolts

被引：90

作者：

Moze, Primoz ^{[1
]}

Beg, Darko ^{[1
]}

机构：

[1] Univ Ljubljana, Fac Civil & Geodet Engn, Ljubljana 1000, Slovenia

来源：

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH | 2010年 / 66卷 / 8-9期

关键词：

High strength steel; Bolted connections; Ductility; Resistance; Bolt bearing; CONNECTIONS; BEARING; DESIGN;

D O I：

10.1016/j.jcsr.2010.03.009

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

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.

引用

页码：1000 / 1010

页数：11

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