Walid Tizani
The performance of a new blind bolt for moment-resisting connections.
Tizani, Walid; Ridley-Ellis, Daniel
Authors
Dr Dan Ridley-Ellis D.Ridley-Ellis@napier.ac.uk
Associate Professor
Contributors
M A Jaurrieta
Editor
A Alonso
Editor
J A Chica
Editor
Abstract
The paper introduces the principal findings of a testing programme carried out to assess the performance of a newly developed blind-bolt. The blind-bolt, an evolution of the Lindapter-Hollobolt, is in-tended for use when making moment-resisting connections to Rectangular Hollow Sections. To date, the testing programme has concentrated on ascertaining the tensile strength and axial stiffness of the bolt, with tests subjecting the blind-bolt to a predominantly tensile load in a representation of the tensile region of such a connection. The results of the initial tests have shown the new blind-bolt to possess sufficient stiffness to classify the connection as moment-resisting but a lower tensile strength than standard bolts. However, the addition of a concrete infill to the tube in later tests has resulted in a tensile strength equivalent to standard bolts together with axial stiffness sufficient to classify the connection as rigid.
Conference Name | 10th International Symposium Tubular Structures X |
---|---|
Start Date | Sep 18, 2003 |
End Date | Sep 20, 2003 |
Publication Date | 2003-09 |
Deposit Date | May 27, 2015 |
Publicly Available Date | May 27, 2015 |
Publisher | CRC Press |
Peer Reviewed | Peer Reviewed |
Pages | 395-401 |
Book Title | Tubular Structures X: Proceedings of the 10th International Symposium, Madrid, Spain, 18-20 September 2003 |
ISBN | 9789058095527 |
Keywords | Blind-bolt; Lindapter-Hollobolt; Rectangular Hollow Sections; tensile strength; axial stiffness; |
Public URL | http://researchrepository.napier.ac.uk/id/eprint/8242 |
Contract Date | May 27, 2015 |
Files
ISTS10_Tizani.pdf
(2.9 Mb)
PDF
Publisher Licence URL
http://creativecommons.org/licenses/by-nc/4.0/
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