Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/109979
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dc.contributorDepartment of Civil and Environmental Engineering-
dc.creatorHao, ZH-
dc.creatorZeng, JJ-
dc.date.accessioned2024-11-20T07:30:40Z-
dc.date.available2024-11-20T07:30:40Z-
dc.identifier.issn0141-0296-
dc.identifier.urihttp://hdl.handle.net/10397/109979-
dc.language.isoenen_US
dc.publisherElsevier Ltden_US
dc.rights© 2024 The Author(s). Published by Elsevier Ltd. This is an open access article under the CC BY license (http://creativecommons.org/licenses/by/4.0/).en_US
dc.rightsThe following publication Hao, Z.-H., & Zeng, J.-J. (2024). Effect of sustained loads on the durability of GFRP bars with and without UHP-ECC cover. Engineering Structures, 309, 118050 is available at https://doi.org/10.1016/j.engstruct.2024.118050.en_US
dc.subjectDurabilityen_US
dc.subjectEngineered cementitious composites (ECC)en_US
dc.subjectGFRP baren_US
dc.subjectSustained loaden_US
dc.subjectUltra-high-performance concrete (UHPC)en_US
dc.titleEffect of sustained loads on the durability of GFRP bars with and without UHP-ECC coveren_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume309-
dc.identifier.doi10.1016/j.engstruct.2024.118050-
dcterms.abstractFiber-reinforced polymer (FRP) bar reinforced ultra high-performance engineered cementitious composite (UHP-ECC) structures (referred to as FRP-UHP-ECC structures) have been demonstrated to have excellent mechanical properties, while their durability in the alkaline environment has never been explored, particularly when being subjected to tensile loadings. To this end, this article aims to investigate the effects of sustained loads on the durability performance of Glass FRP (GFRP) bars embedded in UHP-ECCs while immersed in an alkaline solution. The test results revealed that the effect of elevated temperatures was exacerbated when specimens were subjected to even a low sustained load (20 % of ultimate strength). Furthermore, UHP-ECC covers considerably postponed the degradation of GFRP bars. Nevertheless, the protective effects of UHP-ECC covers were nearly entirely compromised when the specimens were subjected to sustained loads. The findings of this study provide useful knowledge for a comprehensive evaluation of the durability of GFRP bars under UHP-ECC environments.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationEngineering structures, 15 June 2024, v. 309, 118050-
dcterms.isPartOfEngineering structures-
dcterms.issued2024-06-15-
dc.identifier.scopus2-s2.0-85190859504-
dc.identifier.eissn1873-7323-
dc.identifier.artn118050-
dc.description.validate202411 bcch-
dc.description.oaVersion of Recorden_US
dc.identifier.FolderNumberOA_Scopus/WOSen_US
dc.description.fundingSourceOthersen_US
dc.description.fundingTextAustralian Research Councilen_US
dc.description.pubStatusPublisheden_US
dc.description.oaCategoryCCen_US
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