Dynamic behaviour of steel-concrete composite beams with different types of shear connectors. Part II: Modelling and comparison

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

Dynamic behaviour of steel-concrete composite beams with different types of shear connectors. Part II: Modelling and comparison

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. 308-317
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	2023-03-27T02:57:12Z
dc.date.available	2023-03-27T02:57:12Z
dc.date.issued	2015-11-15
dc.identifier.citation	Engineering Structures, 2015, 103, pp. 308-317
dc.identifier.issn	0141-0296
dc.identifier.issn	1873-7323
dc.identifier.uri	http://hdl.handle.net/10453/168562
dc.description.abstract	In the first paper of these two companion papers an experimental study was 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. In this, the second paper a Timoshenko beam model for steel-concrete composite beams is developed and is compared with the experimental results. An uncertain boundary condition is investigated using the Timoshenko beam model and an empirical relation between the displacements at the beam supports and the rotation of the cross section face is proposed.
dc.language	English
dc.publisher	ELSEVIER SCI LTD
dc.relation.ispartof	Engineering Structures
dc.relation.isbasedon	10.1016/j.engstruct.2015.08.033
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 II: Modelling and comparison
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	2023-03-27T02:57:11Z
pubs.publication-status	Published
pubs.volume	103

Abstract:

In the first paper of these two companion papers an experimental study was 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. In this, the second paper a Timoshenko beam model for steel-concrete composite beams is developed and is compared with the experimental results. An uncertain boundary condition is investigated using the Timoshenko beam model and an empirical relation between the displacements at the beam supports and the rotation of the cross section face is proposed.

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http://hdl.handle.net/10453/168562