Please use this identifier to cite or link to this item: http://hdl.handle.net/2440/122494
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dc.contributor.authorSturm, A.en
dc.contributor.authorVisintin, P.en
dc.contributor.authorOehlers, D.en
dc.date.issued2019en
dc.identifier.citationJournal of Structural Engineering, 2019; 145(11):04019138-1-04019138-18en
dc.identifier.issn0733-9445en
dc.identifier.issn1943-541Xen
dc.identifier.urihttp://hdl.handle.net/2440/122494-
dc.description.abstractNovel mechanics-based closed-form solutions for long- and short-term serviceability deflections and crack widths of fiber-reinforced concrete (FRC) and ultra-high-performance fiber-reinforced concrete (UHPFRC) beams are presented. These solutions incorporate the bond properties from bond tests directly and as such obviate the need for constant bond stress simplification and consequently the need for member calibration as is commonly required in code approaches. The closed-form solutions are validated on 12 simply supported and 4 continuous UHPFRC beams as well as 10 normal-strength FRC beams with good correlation. A design example is also included for a UHPFRC T-beam demonstrating application of the solutions.en
dc.description.statementofresponsibilityA. B. Sturm, P. Visintin and D. J. Oehlersen
dc.language.isoenen
dc.publisherAmerican Society of Civil Engineersen
dc.rights© ASCEen
dc.titleRational design approach for the instantaneous and time-dependent serviceability deflections and crack widths of FRC and UHPFRC continuous and simply supported beamsen
dc.typeJournal articleen
dc.identifier.rmid1000000566en
dc.identifier.doi10.1061/(ASCE)ST.1943-541X.0002423en
dc.relation.granthttp://purl.org/au-research/grants/arc/DP190102650en
dc.identifier.pubid498157-
pubs.library.collectionCivil and Environmental Engineering publicationsen
pubs.library.teamDS05en
pubs.verification-statusVerifieden
pubs.publication-statusPublisheden
dc.identifier.orcidSturm, A. [0000-0001-5881-5112]en
dc.identifier.orcidVisintin, P. [0000-0002-4544-2043]en
Appears in Collections:Civil and Environmental Engineering publications

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