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Flexural performance of pretensioned ultra-high performance fibre reinforced concrete beams with CFRP tendons

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dc.contributor.authorSturm, A.B.
dc.contributor.authorVisintin, P.
dc.contributor.authorSeracino, R.
dc.contributor.authorLucier, G.W.
dc.contributor.authorOehlers, D.J.
dc.date.issued2020
dc.description.abstractIn this paper, the mechanical performance of pretensioned concrete girders manufactured with ultra-high performance fibre reinforced concrete (UHPFRC) and carbon fibre reinforced polymer (CFRP) tendons is explored both experimentally and analytically. For the experimental investigation, four UHPFRC beams with either steel or CFRP tendons are tested under four point bending to failure. Digital image correlation is used to monitor the development of cracks. These results are then used to validate a rational analysis technique based on the modelling of concrete cracking and crushing through the application of partial interaction mechanics which is then compared to that suggested by codes of practice
dc.description.statementofresponsibilityA. B. Sturm, P. Visintin, R. Seracino, G. W. Lucier, D. J. Oehlers
dc.identifier.citationComposite Structures, 2020; 243:1-17
dc.identifier.doi10.1016/j.compstruct.2020.112223
dc.identifier.issn0263-8223
dc.identifier.issn1879-1085
dc.identifier.orcidSturm, A.B. [0000-0001-5881-5112]
dc.identifier.orcidVisintin, P. [0000-0002-4544-2043]
dc.identifier.urihttp://hdl.handle.net/2440/126428
dc.language.isoen
dc.publisherElsevier
dc.rights© 2020 Elsevier Ltd. All rights reserved.
dc.source.urihttps://doi.org/10.1016/j.compstruct.2020.112223
dc.titleFlexural performance of pretensioned ultra-high performance fibre reinforced concrete beams with CFRP tendons
dc.typeJournal article
pubs.publication-statusPublished

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