Universal size effect studies using three point beam tests

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dc.authorscopusid7004589761
dc.authorscopusid55366144500
dc.contributor.authorŞener, S.
dc.contributor.authorŞener, K.C.
dc.date.accessioned2024-07-18T20:17:16Z
dc.date.available2024-07-18T20:17:16Z
dc.date.issued2016
dc.description1st European-Mediterranean Conference on Structural Engineering and Construction, EURO-MED-SEC-1 2016 -- 24 May 2016 through 29 May 2016 -- -- 259929en_US
dc.description.abstractThe universal size effect law for concrete is a law that describes the dependence of nominal strength of specimen or structure on both its size and the crack (or notch) length, over the entire of interest, and exhibits the correct small and large size asymptotic properties as required. The main difficulty has been the transition of crack length from 0, in which case the size effect mode is Type 1, to deep cracks (or notches), in which case the size effect mode is Type 2 and fundamentally different from Type 1. The current study is based on recently obtained comprehensive fracture test data from three-point bending beams tested under identical conditions. This paper presents a studying to improve the existing universal size effect law using the experimentally obtained beam strengths for various different specimen sizes and all notch depths. The updated universal size effect law is shown to fit the comprehensive data quite well. © 2016 ISEC Press.en_US
dc.description.sponsorship111M374; Gazi Üniversitesi; Türkiye Bilimsel ve Teknolojik Araştirma Kurumu, TÜBITAKen_US
dc.description.sponsorshipFinancial support from The Scientific and Technological Research Council of Turkey (TUBITAK) was provided through Grant No.111M374 from the Gazi University and Istanbul Bilgi University, is gratefully appreciated.en_US
dc.identifier.doi10.14455/ISEC.res.2016.77
dc.identifier.endpage72en_US
dc.identifier.issn2644-108X
dc.identifier.issue1en_US
dc.identifier.scopus2-s2.0-85116573065en_US
dc.identifier.scopusqualityN/Aen_US
dc.identifier.startpage67en_US
dc.identifier.urihttps://doi.org/10.14455/ISEC.res.2016.77
dc.identifier.urihttps://hdl.handle.net/11411/6484
dc.identifier.volume3en_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherISEC Pressen_US
dc.relation.ispartofProceedings of International Structural Engineering and Constructionen_US
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectConcrete Fractureen_US
dc.subjectFlexural Strengthen_US
dc.subjectFracture Testingen_US
dc.subjectNotch Depth Effecten_US
dc.subjectQuasi-Brittle Fractureen_US
dc.subjectScaling Of Strengthen_US
dc.subjectStatistical Testingen_US
dc.titleUniversal size effect studies using three point beam tests
dc.typeConference Object

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