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dc.contributor.author
Kaufmann, Walter
dc.contributor.author
Mata Falcón, Jaime
dc.contributor.author
Amin, Ali
dc.date.accessioned
2019-10-30T15:47:31Z
dc.date.available
2019-09-20T11:08:55Z
dc.date.available
2019-09-20T11:57:35Z
dc.date.available
2019-09-24T06:44:37Z
dc.date.available
2019-09-24T07:25:54Z
dc.date.available
2019-09-24T07:34:59Z
dc.date.available
2019-10-30T15:47:31Z
dc.date.issued
2019-09
dc.identifier.issn
0889-3241
dc.identifier.issn
1944-7361
dc.identifier.other
10.14359/51716763
en_US
dc.identifier.uri
http://hdl.handle.net/20.500.11850/365523
dc.identifier.doi
10.3929/ethz-b-000365523
dc.description.abstract
Compression field approaches are well-established methods used to analyze the load-deformation behavior of reinforced concrete elements subjected to in-plane shear and normal forces. In this paper, the simplified Cracked Membrane Model, considering rotating, stress-free cracks, is extended to include the effect of fiber reinforcement. The key advantage of the proposed compression field approach is that it yields the most important factors for the design and analysis of fiber-reinforced concrete (FRC)—that is, crack opening and spacing—directly. A solution procedure is developed herein for two practical design cases for webs of girders without conventional shear reinforcement. In both cases, the applied load can typically be increased after cracking even when using strain softening FRC. The model is shown to predict the response of available test data on uniaxially reinforced FRC panels satisfactorily, but fails to capture failures governed by sliding of cracks in elements containing high fiber dosages.
en_US
dc.format
application/pdf
en_US
dc.language.iso
en
en_US
dc.publisher
American Concrete Institute
en_US
dc.rights.uri
http://creativecommons.org/licenses/by-nc-nd/4.0/
dc.subject
Compression field approaches
en_US
dc.subject
Concrete Structures
en_US
dc.subject
Fibre reinforced concrete
en_US
dc.subject
Load-deformation behaviour
en_US
dc.subject
Shear strength
en_US
dc.title
Compression Field Analysis of Fiber-Reinforced Concrete Based on Cracked Membrane Model
en_US
dc.type
Journal Article
dc.rights.license
Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International
ethz.journal.title
ACI Structural Journal
ethz.journal.volume
116
en_US
ethz.journal.issue
5
en_US
ethz.journal.abbreviated
ACI struct. j.
ethz.pages.start
213
en_US
ethz.pages.end
224
en_US
ethz.size
37 p. accepted version
en_US
ethz.version.deposit
acceptedVersion
en_US
ethz.identifier.wos
ethz.publication.place
Farmington Hills, MI
en_US
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
ETH Zürich::00002 - ETH Zürich::00012 - Lehre und Forschung::00007 - Departemente::02100 - Dep. Architektur / Dep. of Architecture::02284 - NFS Digitale Fabrikation / NCCR Digital Fabrication
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
2019-09-20T11:09:04Z
ethz.source
FORM
ethz.eth
yes
en_US
ethz.availability
Open access
en_US
ethz.rosetta.installDate
2019-10-30T15:47:42Z
ethz.rosetta.lastUpdated
2022-03-28T23:59:34Z
ethz.rosetta.versionExported
true
ethz.COinS
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