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dc.contributor.authorJanuš, Ondřej
dc.contributor.authorGirgle, František
dc.contributor.authorRozsypalová, Iva
dc.contributor.authorKostiha, Vojtěch
dc.contributor.authorBodnárová, Lenka
dc.contributor.authorŠtěpánek, Petr
dc.contributor.authorProkeš, Jan
dc.date.accessioned2023-01-18T15:23:08Z
dc.date.available2023-01-18T15:23:08Z
dc.date.issued2019
dc.identifier.citationActa Polytechnica. 2019, vol. 22, no. 0, p. 38-47.
dc.identifier.issn1210-2709 (print)
dc.identifier.issn1805-2363 (online)
dc.identifier.urihttp://hdl.handle.net/10467/106098
dc.description.abstractThe paper describes an experimental program for studying the fatigue performance of GFRP bars, which has been initiated by the authors. Two different test configurations were used to assess the fatigue behaviour. The bare specimens were tested within the first series. A modified gripping system was used to reduce eccentricity when the bar was not directly fixed. However, the boundary conditions seem to affect the results. The second series consisted of a set of specimens of bars embedded in concrete. This configuration seems appropriate for determination of fatigue life of GFRP bars. Two S-N curves for bare bars and bars embedded in concrete were created and compared. Significant reduction of interlaminar shear strength at the beginning of fatigue loading proved matrix or fibre/matrix interface damage.en
dc.format.mimetypeapplication/pdf
dc.language.isoeng
dc.publisherČeské vysoké učení technické v Prazecs
dc.publisherCzech Technical University in Pragueen
dc.relation.ispartofseriesActa Polytechnica
dc.relation.urihttps://ojs.cvut.cz/ojs/index.php/APP/article/view/5648
dc.rightsCreative Commons Attribution 4.0 International Licenseen
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/
dc.titleTHE FATIGUE BEHAVIOUR OF GFRP BARS - EXPERIMENTAL STUDY
dc.typearticleen
dc.date.updated2023-01-18T15:23:08Z
dc.identifier.doi10.14311/APP.2019.22.0038
dc.rights.accessopenAccess
dc.type.statusPeer-reviewed
dc.type.versionpublishedVersion


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Zobrazit minimální záznam

Creative Commons Attribution 4.0 International License
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