Prefabricated-HSPRCC panels for retrofitting of existing RC members-a pioneering study

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dc.contributor.authorBedirhanoglu, Idris
dc.date.accessioned2024-04-24T17:37:48Z
dc.date.available2024-04-24T17:37:48Z
dc.date.issued2015
dc.departmentDicle Üniversitesien_US
dc.description.abstractThe main goal of this study was to develop a convenient strengthening technique for retrofitting of reinforced concrete members. For this purpose a new retrofitting material so-called prefabricated-HSPRCC (high performance steel plate reinforced cementitious composite) panel was developed by using high performance concrete and perforated steel plate. Prefabricated-HSPRCC composes advantages of steel and high performance concrete. The prefabricated-HSPRCC panels were either only bonded on the specimens using epoxy mortar or anchored to the specimen by steel bolts as well as bonding. Effect of different variations such as prefabricated-HSPRCC panel thicknesses, steel plate thicknesses, puncture orientation of perforated steel plate, existence of anchorage etc. were studied through a simple experimental work. The behaviour of the specimens under vertical point load was also studied by using simple mechanics. The retrofitted specimens were found to exhibit much better performance both in terms of strength and deformation capability. The anchorage application was found to positively affect this improved performance. Furthermore, as a result of the tests the best parameters of prefabricated-HSPRCC plate for improving strength and deformation capacities were determined.en_US
dc.description.sponsorshipTasdildiren and Iston ready mix concrete companyen_US
dc.description.sponsorshipThe experimental study is financially supported by Tasdildiren and Iston ready mix concrete company. The contributions of Orkun Incecik during experimental work are also acknowledged. Thanks are due to Prof. A. Ilki of Istanbul Technical University for his valuable contributions. ITU material and structural engineering laboratories acknowledged for providing their facilities to carry out the experimental worken_US
dc.identifier.endpage25en_US
dc.identifier.issn1225-4568
dc.identifier.issn1598-6217
dc.identifier.issue1en_US
dc.identifier.scopus2-s2.0-84944315829
dc.identifier.scopusqualityQ2
dc.identifier.startpage1en_US
dc.identifier.urihttps://hdl.handle.net/11468/21188
dc.identifier.volume56en_US
dc.identifier.wosWOS:000364321800001
dc.identifier.wosqualityQ3
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoenen_US
dc.publisherTechno-Pressen_US
dc.relation.ispartofStructural Engineering and Mechanics
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectCementen_US
dc.subjectConcrete Panelen_US
dc.subjectConfmementen_US
dc.subjectDuctilityen_US
dc.subjectSteel Plate Reinforced Cementitious Compositeen_US
dc.subjectHsprccen_US
dc.subjectRetrofittingen_US
dc.subjectShearen_US
dc.titlePrefabricated-HSPRCC panels for retrofitting of existing RC members-a pioneering studyen_US
dc.titlePrefabricated-HSPRCC panels for retrofitting of existing RC members-a pioneering study
dc.typeArticleen_US

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