An Experimental Study on Behavior of Variable I Sectioned Beams Under Flexure Produced by Normal and Lightweight Concrete

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dc.contributor.authorKaltakçı, M. Yaşar
dc.contributor.authorKamanlı, M.
dc.date.accessioned2020-03-26T16:36:58Z
dc.date.available2020-03-26T16:36:58Z
dc.date.issued2001
dc.departmentSelçuk Üniversitesien_US
dc.description10th International Conference on Computational Methods and Experimental Measurements -- JUN 04-06, 2001 -- ALICANTE, SPAINen_US
dc.description.abstractNowadays, prefabricated in industrial structures, having long spans and in structures having high loads with long spans, selected cross-sections and construction materials become important to produce optimal members. Researches on normal, lightweight concrete beams, having variable I cross sections according to moment variation along the span and stress variation along the section height will give important results for optimal design of members. As a result 1/1 scaled, variable sectioned I beams made of lightweight and normal weight concrete are tested and relation between load and deflection, cracking mechanism and energy absorption capacities are obtained and compared for both materials. Also, research had given idea if the calculation method being used for reinforced normal concrete beam members under flexure is valid and can be used for lightweight concrete members.en_US
dc.description.sponsorshipWessex Inst Technol, Univ Alicante, Univ Naples, Minist Ciencia & Technol, Consejo Social Univ Alicante, Gen Valenciana, Diputac Provincial Alicanteen_US
dc.identifier.citationKaltakçı, M. Y., Kamanlı, M., (2001). An Experimental Study on Behavior of Variable I Sectioned Beams Under Flexure Produced by Normal and Lightweight Concrete. Computational Methods and Experimental Measurements X, 3, 397-406.
dc.identifier.endpage406en_US
dc.identifier.isbn1-85312-870-8
dc.identifier.issn1369-734Xen_US
dc.identifier.scopusqualityN/Aen_US
dc.identifier.startpage397en_US
dc.identifier.urihttps://hdl.handle.net/20.500.12395/17500
dc.identifier.volume3en_US
dc.identifier.wosWOS:000171527200040en_US
dc.identifier.wosqualityN/Aen_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.institutionauthorKaltakçı, M. Yaşar
dc.institutionauthorKamanlı, M.
dc.language.isoenen_US
dc.publisherWIT PRESS/COMPUTATIONAL MECHANICS PUBLICATIONSen_US
dc.relation.ispartofComputational Methods and Experimental Measurements Xen_US
dc.relation.ispartofseriesCOMPUTATIONAL ENGINEERING
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.selcuk20240510_oaigen_US
dc.titleAn Experimental Study on Behavior of Variable I Sectioned Beams Under Flexure Produced by Normal and Lightweight Concreteen_US
dc.typeConference Objecten_US

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