Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/93597
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dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.creatorGuo, Fen_US
dc.creatorAl-Saadi, Sen_US
dc.creatorSingh Raman, RKen_US
dc.creatorZhao, Xen_US
dc.date.accessioned2022-07-18T07:46:33Z-
dc.date.available2022-07-18T07:46:33Z-
dc.identifier.urihttp://hdl.handle.net/10397/93597-
dc.language.isoenen_US
dc.publisherMolecular Diversity Preservation International (MDPI)en_US
dc.rights© 2022 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/).en_US
dc.rightsThe following publication Guo, F.; Al-Saadi, S.; Singh Raman, R.K.; Zhao, X. Durability of Fibre Reinforced Polymers in Exposure Dual Environment of Seawater Sea Sand Concrete and Seawater. Materials 2022, 15, 4967 is available at https://doi.org/10.3390/ma15144967en_US
dc.subjectSeawater sea sand concrete (SWSSC)en_US
dc.subjectCarbon-fiber-reinforced polymer (CFRP)en_US
dc.subjectGlass-fiber-reinforced polymer (GFRP)en_US
dc.subjectBasalt-fiber-reinforced polymer (BFRP)en_US
dc.subjectMoisture uptakeen_US
dc.subjectFTIRen_US
dc.subjectSEMen_US
dc.titleDurability of fibre reinforced polymers in exposure dual environment of seawater sea sand concrete and seawateren_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume15en_US
dc.identifier.issue14en_US
dc.identifier.doi10.3390/ma15144967en_US
dcterms.abstractThe consequence of exposure to the dual environment of seawater sea sand concrete (SWSSC) on the inner surface and seawater (SW) on the outer surface on the durability of fibre reinforced plastic (FRP) confining tubes has received very limited research attention. The durability of FRPs fabricated with different fibre types was investigated for the application of SWSSC filled tubes and SWSSC-filled double-skin tubes exposed to the external environment of SW. The colour and shininess of carbon-fibre-reinforced polymer (CFRP) surfaces generally stayed unchanged even after 6 months of exposure to the dual environment, whereas basalt-fibre-reinforced polymer (BFRP) and glass-fibre-reinforced polymer (GFRP) tubes suffered degradation. The degradation led to a ~20–30% increase in pH; however, the pH increase in the external SW was more pronounced when the internal solution was SWSSC. The extent of degradation was greater in BFRP that in GFRP. The investigation also included a specialised investigation of the degradation at the fibre–matrix interface by fracturing specimens in liquid nitrogen.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationMaterials, July 2022, v. 15, no. 14, 4967en_US
dcterms.isPartOfMaterialsen_US
dcterms.issued2022-07-
dc.identifier.eissn1996-1944en_US
dc.identifier.artn4967en_US
dc.description.validate202207 bckwen_US
dc.description.oaVersion of Recorden_US
dc.identifier.FolderNumbera1647-
dc.identifier.SubFormID45749-
dc.description.fundingSourceOthersen_US
dc.description.fundingTextAustralian Research Councilen_US
dc.description.pubStatusPublisheden_US
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