Dynamic behaviour of steel-concrete composite beams with different types of shear connectors. Part I: Experimental study

Henderson, IEJ; Zhu, XQ; Uy, B; Mirza, O

Dynamic behaviour of steel-concrete composite beams with different types of shear connectors. Part I: Experimental study

Henderson, IEJ Zhu, XQ Uy, B Mirza, O

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Publisher:: ELSEVIER SCI LTD
Publication Type:: Journal Article
Citation:: Engineering Structures, 2015, 103, pp. 298-307
Issue Date:: 2015-11-15

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Field	Value	Language
dc.contributor.author	Henderson, IEJ
dc.contributor.author	Zhu, XQ
dc.contributor.author	Uy, B
dc.contributor.author	Mirza, O
dc.date.accessioned	2023-03-27T03:00:50Z
dc.date.available	2023-03-27T03:00:50Z
dc.date.issued	2015-11-15
dc.identifier.citation	Engineering Structures, 2015, 103, pp. 298-307
dc.identifier.issn	0141-0296
dc.identifier.issn	1873-7323
dc.identifier.uri	http://hdl.handle.net/10453/168564
dc.description.abstract	In civil engineering, composite construction has become increasingly widespread due to the improvement of mechanical properties it provides. Recently, research on the development of post installed or retrofitted shear connectors has been conducted. The benefits of this are the ease of installation and the ease of removal for decommissioning structures at the end of their life. Most of the research in this area is concerned with modified versions of welded shear studs or various threaded rod and nut configurations and refers to only one type of shear connector. Therefore, the suitability of the proposed models across differing shear connection types is unknown. In the first of two companion papers an experimental study has been undertaken to ascertain the dynamic behaviour of identical steel-concrete composite beams with differing shear connection systems. Two blind bolt connector types were used as shear connection systems in steel-concrete composite beams. Alongside these, a welded shear stud specimen, and a non-composite specimen were tested for comparison.
dc.language	English
dc.publisher	ELSEVIER SCI LTD
dc.relation.ispartof	Engineering Structures
dc.relation.isbasedon	10.1016/j.engstruct.2015.08.035
dc.rights	info:eu-repo/semantics/closedAccess
dc.subject	0905 Civil Engineering, 0912 Materials Engineering, 0915 Interdisciplinary Engineering
dc.subject.classification	Civil Engineering
dc.title	Dynamic behaviour of steel-concrete composite beams with different types of shear connectors. Part I: Experimental study
dc.type	Journal Article
utslib.citation.volume	103
utslib.for	0905 Civil Engineering
utslib.for	0912 Materials Engineering
utslib.for	0915 Interdisciplinary Engineering
pubs.organisational-group	/University of Technology Sydney
pubs.organisational-group	/University of Technology Sydney/Faculty of Engineering and Information Technology
pubs.organisational-group	/University of Technology Sydney/Faculty of Engineering and Information Technology/School of Civil and Environmental Engineering
utslib.copyright.status	closed_access	*
dc.date.updated	2023-03-27T03:00:49Z
pubs.publication-status	Published
pubs.volume	103

Abstract:

In civil engineering, composite construction has become increasingly widespread due to the improvement of mechanical properties it provides. Recently, research on the development of post installed or retrofitted shear connectors has been conducted. The benefits of this are the ease of installation and the ease of removal for decommissioning structures at the end of their life. Most of the research in this area is concerned with modified versions of welded shear studs or various threaded rod and nut configurations and refers to only one type of shear connector. Therefore, the suitability of the proposed models across differing shear connection types is unknown. In the first of two companion papers an experimental study has been undertaken to ascertain the dynamic behaviour of identical steel-concrete composite beams with differing shear connection systems. Two blind bolt connector types were used as shear connection systems in steel-concrete composite beams. Alongside these, a welded shear stud specimen, and a non-composite specimen were tested for comparison.

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

http://hdl.handle.net/10453/168564