Advances in numerical analysis of creep effect in time-dependent deflection of light-weight concrete slabs

Vakhshouri, B; Nejadi, S; Erkmen, E

Advances in numerical analysis of creep effect in time-dependent deflection of light-weight concrete slabs

Vakhshouri, B Nejadi, S Erkmen, E

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Publisher:: Taylor & Francis
Publication Type:: Journal Article
Citation:: Mechanics of Advanced Materials and Structures, 2020, 27, (18), pp. 1563-1570
Issue Date:: 2020

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Field	Value	Language
dc.contributor.author	Vakhshouri, B
dc.contributor.author	Nejadi, S
dc.contributor.author	Erkmen, E
dc.date.accessioned	2020-10-28T20:34:51Z
dc.date.available	2020-10-28T20:34:51Z
dc.date.issued	2020
dc.identifier.citation	Mechanics of Advanced Materials and Structures, 2020, 27, (18), pp. 1563-1570
dc.identifier.issn	1537-6494
dc.identifier.issn	1537-6532
dc.identifier.uri	http://hdl.handle.net/10453/143562
dc.description.abstract	© 2018, © 2018 Taylor & Francis Group, LLC. Using a wide range of creep models, the experimental results of long-term deflection of lightweight concrete slabs subjected to two levels of early-age loading are investigated. Different creep models give considerably different estimation of the experimental deflection of slabs. The included factors in each creep model to simulate the experimental creep behavior of the concrete, and loading level on the slabs are the main causes of different results. Among the investigated models, the BP1 and FIBMC-2010 models including the aggregate type and concrete density is shown to be in good agreement with the experimental data in both loading levels.
dc.language	English
dc.publisher	Taylor & Francis
dc.relation.ispartof	Mechanics of Advanced Materials and Structures
dc.relation.isbasedon	10.1080/15376494.2018.1519616
dc.rights	info:eu-repo/semantics/restrictedAccess
dc.subject	09 Engineering
dc.subject.classification	Mechanical Engineering & Transports
dc.subject.classification	Materials
dc.title	Advances in numerical analysis of creep effect in time-dependent deflection of light-weight concrete slabs
dc.type	Journal Article
utslib.citation.volume	27
utslib.for	0905 Civil Engineering
utslib.for	09 Engineering
pubs.organisational-group	/University of Technology Sydney/Faculty of Engineering and Information Technology
pubs.organisational-group	/University of Technology Sydney/Strength - CBI - Centre for Built Infrastructure
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
utslib.copyright.status	closed_access	*
pubs.consider-herdc	false
dc.date.updated	2020-10-28T20:34:47Z
pubs.issue	18
pubs.publication-status	Published
pubs.volume	27
utslib.citation.issue	18

Abstract:

© 2018, © 2018 Taylor & Francis Group, LLC. Using a wide range of creep models, the experimental results of long-term deflection of lightweight concrete slabs subjected to two levels of early-age loading are investigated. Different creep models give considerably different estimation of the experimental deflection of slabs. The included factors in each creep model to simulate the experimental creep behavior of the concrete, and loading level on the slabs are the main causes of different results. Among the investigated models, the BP1 and FIBMC-2010 models including the aggregate type and concrete density is shown to be in good agreement with the experimental data in both loading levels.

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http://hdl.handle.net/10453/143562