A Constitutive Material Model For Restrained Reinforced Concrete Columns in Case of Fire Part I

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dc.contributor.authorHaksever, Ataman
dc.date.accessioned2021-11-20T10:39:08Z
dc.date.available2021-11-20T10:39:08Z
dc.date.issued2015
dc.departmentTrakya Üniversitesien_US
dc.description.abstractIn the eighties increased basic research was carried out in SFB (SonderForschungsBereich: a special fire research activity for structural elements in Braunschweig Technical University, 1971-1986) in order to clarify the discrepancies between calculation and measurement of restrained compression elements in case of fire. The work was particularly focused on the description of a universal material model for the concrete under elevated temperatures that could be applied successfully to estimate the relaxation response of restrained compression col-umns in fire. In the literature, various material models for structural concrete can be found. In many cases, how-ever, the verification of such models lacks for the case of fire, especially when a mechanical restraining or caused by the entire structural interaction of the carrying system is present.en_US
dc.description.abstractIn the eighties increased basic research was carried out in SFB (SonderForschungsBereich: a special fire research activity for structural elements in Braunschweig Technical University, 1971-1986) in order to clarify the discrepancies between calculation and measurement of restrained compression elements in case of fire. The work was particularly focused on the description of a universal material model for the concrete under elevated temperatures that could be applied successfully to estimate the relaxation response of restrained compression col-umns in fire. In the literature, various material models for structural concrete can be found. In many cases, how-ever, the verification of such models lacks for the case of fire, especially when a mechanical restraining or caused by the entire structural interaction of the carrying system is present.en_US
dc.identifier.dergipark370299en_US
dc.identifier.endpage53en_US
dc.identifier.issn2147-0308
dc.identifier.issue2en_US
dc.identifier.startpage43en_US
dc.identifier.urihttps://dergipark.org.tr/tr/pub/tujes/issue/25137/370299
dc.identifier.urihttps://dergipark.org.tr/tr/download/article-file/389865
dc.identifier.urihttps://hdl.handle.net/20.500.14551/7594
dc.identifier.volume16en_US
dc.language.isoenen_US
dc.publisherTrakya Üniversitesien_US
dc.relation.ispartofTrakya Üniversitesi Mühendislik Bilimleri Dergisien_US
dc.relation.publicationcategoryMakale - Ulusal Hakemli Dergi - Başka Kurum Yazarıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectFire actionen_US
dc.subjectStructural fire safetyen_US
dc.subjectmaterial model for the concreteen_US
dc.subjectrestrained compression elementsen_US
dc.subjectFire actionen_US
dc.subjectStructural fire safetyen_US
dc.subjectmaterial model for the concreteen_US
dc.subjectrestrained compression elementsen_US
dc.titleA Constitutive Material Model For Restrained Reinforced Concrete Columns in Case of Fire Part Ien_US
dc.typeArticleen_US

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