Strength of Self Piercing Riveted Connections
Mahendran, Mahen, Pilcher, Shaun D., & Connelly, Thomas N. (2007) Strength of Self Piercing Riveted Connections. In Richard Liew, J.Y. & Choo, Y.S. (Eds.) 5th International Conference on Advances in Steel Structures, 5-7 Dec 2007, Singapore.
Self piercing riveted connections are increasingly used in steel framed housing in Australia. It involves the joining of two or more plates by using a rivet to pierce and clinch in a single operation. In order to enhance the use of this efficient connection technology, attempts were made recently to develop a universal rivet type that can be used in most steel house frame assemblies. This required structural testing of the new rivet type in two and three plate assemblies to determine their strengths and the effects of many influential parameters such as steel thickness and grade, order of joining and the number of plates, rivet and die types. More than 150 standard lap shear tests were undertaken for this purpose. This paper presents the results from this experimental study and the results.
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|Item Type:||Conference Paper|
|Keywords:||steel framed housing, self piercing riveted connections|
|Subjects:||Australian and New Zealand Standard Research Classification > ENGINEERING (090000) > CIVIL ENGINEERING (090500) > Structural Engineering (090506)|
|Divisions:||Past > QUT Faculties & Divisions > Faculty of Built Environment and Engineering|
|Copyright Owner:||Copyright 2007 (please consult author)|
|Deposited On:||11 Mar 2008|
|Last Modified:||29 Feb 2012 23:47|
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