Shrinkage cracking in restrained FRC members containing conventional reinforcement
dc.contributor.author
Tang, Porsiem
dc.contributor.author
Amin, Ali
dc.contributor.author
Gilbert, R. Ian
dc.contributor.author
Kaufmann, Walter
dc.date.accessioned
2024-05-02T12:38:57Z
dc.date.available
2023-11-06T12:04:26Z
dc.date.available
2023-11-06T12:19:50Z
dc.date.available
2024-05-02T12:38:57Z
dc.date.issued
2024-04
dc.identifier.issn
1464-4177
dc.identifier.issn
1751-7648
dc.identifier.other
10.1002/suco.202300269
en_US
dc.identifier.uri
http://hdl.handle.net/20.500.11850/640355
dc.identifier.doi
10.3929/ethz-b-000640355
dc.description.abstract
This paper presents a rational approach for describing the cracking behavior of fully- and partially restrained fiber reinforced concrete members co-reinforced with conventional reinforcement subjected to an axial force imparted by shrinkage. The proposed analytical model extends the approach developed by Gilbert for fully restrained reinforced concrete members to account for the post-cracking strength offered by the fibers at each of the cracks as the concrete ages and dries. The effects of partial end-restraint are also studied to gain a clearer understanding of the mechanism of direct tension cracking caused by restrained shrinkage and the factors affecting it.
en_US
dc.format
application/pdf
en_US
dc.language.iso
en
en_US
dc.publisher
Wiley
en_US
dc.rights.uri
http://creativecommons.org/licenses/by/4.0/
dc.subject
cracking, end-restraint, fiber reinforced concrete, serviceability, shrinkage
en_US
dc.subject
Cracking
en_US
dc.subject
End-restraint
en_US
dc.subject
Fiber reinforced concrete
en_US
dc.subject
Serviceability
en_US
dc.subject
Shrinkage
en_US
dc.title
Shrinkage cracking in restrained FRC members containing conventional reinforcement
en_US
dc.type
Journal Article
dc.rights.license
Creative Commons Attribution 4.0 International
dc.date.published
2023-11-03
ethz.journal.title
Structural Concrete
ethz.journal.volume
25
en_US
ethz.journal.issue
2
en_US
ethz.journal.abbreviated
Struct. concr.
ethz.pages.start
1006
en_US
ethz.pages.end
1017
en_US
ethz.version.deposit
publishedVersion
en_US
ethz.identifier.wos
ethz.identifier.scopus
ethz.publication.status
published
en_US
ethz.leitzahl
ETH Zürich::00002 - ETH Zürich::00012 - Lehre und Forschung::00007 - Departemente::02115 - Dep. Bau, Umwelt und Geomatik / Dep. of Civil, Env. and Geomatic Eng.::02605 - Institut für Baustatik u. Konstruktion / Institute of Structural Engineering::09469 - Kaufmann, Walter / Kaufmann, Walter
en_US
ethz.leitzahl.certified
ETH Zürich::00002 - ETH Zürich::00012 - Lehre und Forschung::00007 - Departemente::02115 - Dep. Bau, Umwelt und Geomatik / Dep. of Civil, Env. and Geomatic Eng.::02605 - Institut für Baustatik u. Konstruktion / Institute of Structural Engineering::09469 - Kaufmann, Walter / Kaufmann, Walter
en_US
ethz.date.deposited
2023-11-06T12:04:27Z
ethz.source
FORM
ethz.eth
yes
en_US
ethz.availability
Open access
en_US
ethz.rosetta.installDate
2024-05-02T12:38:59Z
ethz.rosetta.lastUpdated
2024-05-02T12:38:59Z
ethz.rosetta.versionExported
true
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