Zur Bemessung und Ausführung von querkraftbeanspruchten Blindnietverbindungen im Stahlleichtbau

被引:0
|
作者
Kalkowsky F. [1 ]
Glienke R. [2 ]
Blunk C. [1 ]
Dörre M. [1 ]
Henkel K.-M. [3 ]
机构
[1] Fraunhofer-Einrichtung für Großstrukturen in der Produktionstechnik IGP, Arbeitsgruppe Mechanische Verbindungstechnik, Albert-Einstein-Straße 30, Rostock
[2] Hochschule Wismar, Fakultät für Ingenieurwissenschaften Bereich Maschinenbau/Verfahrens- und Umwelttechnik, Philipp-Müller-Straße 14, Wismar
[3] Universität Rostock, Fakultät für Maschinenbau und Schiffstechnik, Lehrstuhlleiter Fügetechnik, Albert-Einstein-Straße 2, Rostock
来源
Stahlbau | 2019年 / 88卷 / 11期
关键词
analysis and calculation; bearing resistance; blind rivet; blind rivet joint; design; EN; 1993-1-3; Eurocode; 3; fasteners; lightweight metal construction; lightweight steel construction; metal lightweigth construction; shear load; shear resistance; steel construction;
D O I
10.1002/stab.201900076
中图分类号
学科分类号
摘要
Design and execution of shear loaded blind rivet joints in steel lightweight constructions. Blind rivet technology as a robust, fast and reliable joining technology is used wherever common joining technologies like welding and bolted connections cannot be used because of technological and design reasons or inefficiency. The areas of application for blind rivet technology in steel lightweight constructions are roof and wall claddings as well as the construction of high-rack-buildings and residential containers, which have emerged in recent years. Due to normative restrictions concerning the execution of joints with blind rivets in steel lightweight construction and the missing of appropriate design rules according to DIN EN 1993-1-3, these constructions fall under the supervision of building authorities. Therefore exists the demand from the building authorities for an experimental proof of usability. This paper presents results from systematic investigations of the shear and bearing resistance of blind rivets and joints produced with them. These investigations should serve as a generally valid extension of the previous design and execution rules of DIN EN 1993-1-3 in order to allow a safe design for shear loaded blind rivet joints and at the same time to reduce the time and effort for experimental investigations. © 2019, Taylor and Francis Inc. All rights reserved.
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页码:1079 / 1101
页数:22
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