Experimental investigation of the stiffness of critical components in a moment-resisting composite connection

Gardner, AP; Goldsworthy, HM

Experimental investigation of the stiffness of critical components in a moment-resisting composite connection

Gardner, AP

Goldsworthy, HM

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Publication Type:: Journal Article
Citation:: Journal of Constructional Steel Research, 2005, 61 (5), pp. 709 - 726
Issue Date:: 2005-01-01

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Field	Value	Language
dc.contributor.author	Gardner, AP https://orcid.org/0000-0003-2764-591X	en_US
dc.contributor.author	Goldsworthy, HM	en_US
dc.date.issued	2005-01-01	en_US
dc.identifier.citation	Journal of Constructional Steel Research, 2005, 61 (5), pp. 709 - 726	en_US
dc.identifier.issn	0143-974X	en_US
dc.identifier.uri	http://hdl.handle.net/10453/9384
dc.description.abstract	This paper discusses results of experiments on an element of a proposed moment-resisting composite connection. The element is subjected to cyclic tension. A feature of this element is the use of blind bolts and extensions to these bolts into the concrete-filled CHS column. The test specimens with extensions failed at a higher load and showed increased initial stiffness compared to the specimen without extensions. The experimentally derived values of initial stiffness are also compared to the initial stiffness values derived from a mechanical component model of the connection element. © 2005 Elsevier Ltd. All rights reserved.	en_US
dc.relation.ispartof	Journal of Constructional Steel Research	en_US
dc.relation.isbasedon	10.1016/j.jcsr.2004.11.004	en_US
dc.subject.classification	Civil Engineering	en_US
dc.title	Experimental investigation of the stiffness of critical components in a moment-resisting composite connection	en_US
dc.type	Journal Article
utslib.citation.volume	5	en_US
utslib.citation.volume	61	en_US
utslib.for	090506 Structural Engineering	en_US
utslib.for	0905 Civil Engineering	en_US
utslib.for	0915 Interdisciplinary Engineering	en_US
utslib.for	1202 Building	en_US
pubs.embargo.period	Not known	en_US
pubs.organisational-group	/University of Technology Sydney
pubs.organisational-group	/University of Technology Sydney/Faculty of Engineering and Information Technology
utslib.copyright.status	closed_access
pubs.issue	5	en_US
pubs.publication-status	Published	en_US
pubs.volume	61	en_US

Abstract:

This paper discusses results of experiments on an element of a proposed moment-resisting composite connection. The element is subjected to cyclic tension. A feature of this element is the use of blind bolts and extensions to these bolts into the concrete-filled CHS column. The test specimens with extensions failed at a higher load and showed increased initial stiffness compared to the specimen without extensions. The experimentally derived values of initial stiffness are also compared to the initial stiffness values derived from a mechanical component model of the connection element. © 2005 Elsevier Ltd. All rights reserved.

Please use this identifier to cite or link to this item:

http://hdl.handle.net/10453/9384