Numerical simulation of concrete filled steel tube columns against BLAST loads

Zhang, F; Wu, C; Wang, H; Zhou, Y

Numerical simulation of concrete filled steel tube columns against BLAST loads

Zhang, F Wu, C

Wang, H Zhou, Y

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Publication Type:: Journal Article
Citation:: Thin-Walled Structures, 2015, 92 pp. 82 - 92
Issue Date:: 2015-01-01

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Field	Value	Language
dc.contributor.author	Zhang, F	en_US
dc.contributor.author	Wu, C https://orcid.org/0000-0001-6786-7934	en_US
dc.contributor.author	Wang, H	en_US
dc.contributor.author	Zhou, Y	en_US
dc.date.issued	2015-01-01	en_US
dc.identifier.citation	Thin-Walled Structures, 2015, 92 pp. 82 - 92	en_US
dc.identifier.issn	0263-8231	en_US
dc.identifier.uri	http://hdl.handle.net/10453/119378
dc.description.abstract	© 2015 Elsevier Ltd. All rights reserved. Abstract Concrete filled steel tubes (CFST) have been widely used in constructing high-rise buildings, arch bridges and factories for the past few decades. In this research, numerical studies were carried out to investigate the flexural behaviour of CFST columns under both static and dynamic loads. The numerical models were calibrated and validated against a number of experimental data where the proposed models showed very good agreement with the test results. The results indicated that CFST columns showed good resistance against flexural loads under both static and dynamic loading conditions and therefore it has the potential to be widely used in these areas where potential blast attacks or frequent earthquakes are expected. The verified numerical model can also be extended to predict performances of concrete-infilled steel tubes under different loading conditions.	en_US
dc.relation.ispartof	Thin-Walled Structures	en_US
dc.relation.isbasedon	10.1016/j.tws.2015.02.020	en_US
dc.subject.classification	Civil Engineering	en_US
dc.title	Numerical simulation of concrete filled steel tube columns against BLAST loads	en_US
dc.type	Journal Article
utslib.citation.volume	92	en_US
utslib.for	0905 Civil Engineering	en_US
utslib.for	0913 Mechanical Engineering	en_US
utslib.for	0901 Aerospace Engineering	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
pubs.organisational-group	/University of Technology Sydney/Faculty of Engineering and Information Technology/School of Civil and Environmental Engineering
pubs.organisational-group	/University of Technology Sydney/Strength - CBI - Centre for Built Infrastructure
utslib.copyright.status	closed_access
pubs.publication-status	Published	en_US
pubs.volume	92	en_US

Abstract:

© 2015 Elsevier Ltd. All rights reserved. Abstract Concrete filled steel tubes (CFST) have been widely used in constructing high-rise buildings, arch bridges and factories for the past few decades. In this research, numerical studies were carried out to investigate the flexural behaviour of CFST columns under both static and dynamic loads. The numerical models were calibrated and validated against a number of experimental data where the proposed models showed very good agreement with the test results. The results indicated that CFST columns showed good resistance against flexural loads under both static and dynamic loading conditions and therefore it has the potential to be widely used in these areas where potential blast attacks or frequent earthquakes are expected. The verified numerical model can also be extended to predict performances of concrete-infilled steel tubes under different loading conditions.

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http://hdl.handle.net/10453/119378