Behavior of Steel-Concrete Partially Composite Beams With Channel Type Shear Connectors

dc.authorid TOPKAYA, CEM/0000-0003-0528-1756
dc.authorid Baran, Eray/0000-0002-0240-803X
dc.authorscopusid 35101442800
dc.authorscopusid 6508017408
dc.authorwosid Baran, Eray/ABA-7243-2020
dc.authorwosid Baran, Eray/ABY-5828-2022
dc.authorwosid TOPKAYA, CEM/AAZ-9924-2020
dc.contributor.author Baran, Eray
dc.contributor.author Topkaya, Cem
dc.contributor.other Department of Civil Engineering
dc.date.accessioned 2024-07-05T14:27:11Z
dc.date.available 2024-07-05T14:27:11Z
dc.date.issued 2014
dc.department Atılım University en_US
dc.department-temp [Baran, Eray] Atilim Univ, Dept Civil Engn, TR-06836 Ankara, Turkey; [Topkaya, Cem] Middle E Tech Univ, Dept Civil Engn, TR-06531 Ankara, Turkey en_US
dc.description TOPKAYA, CEM/0000-0003-0528-1756; Baran, Eray/0000-0002-0240-803X en_US
dc.description.abstract This paper summarizes the findings of an experimental study investigating the flexural behavior of partially composite beams incorporating channel type shear connectors. Results from monotonic load testing of four full-scale steel-concrete composite beams and a steel beam are presented. The main effort focused on identifying the variation of strength and stiffness properties of beams with various degrees of partial composite action. Behavior of channel shear connectors in the composite beam specimens is related to those previously obtained from push-out tests of similar connectors. Finally, recommendations of the related AISC Specification on the strength and stiffness of composite beams are used for the assessment of the influence of the degree of partial composite action on flexural behavior. The experimental results revealed that even for beams with relatively low degree of partial composite action, major improvement on moment capacity and stiffness was obtained as compared to the steel specimen. The measured moment capacity of both the partially composite and fully composite beams agreed acceptably with the calculated capacities. The effective moment of inertia and the lower bound moment of inertia as specified by the AISC Specification were observed to overestimate the measured flexural stiffness of beams for all degrees of partial composite action investigated. (C) 2014 Elsevier Ltd. All rights reserved. en_US
dc.description.sponsorship Scientific and Technical Research Council of Turkey (TUBITAK) [212M038] en_US
dc.description.sponsorship This project was sponsored by the Scientific and Technical Research Council of Turkey (TUBITAK) under grant number 212M038. This financial support is gratefully acknowledged. en_US
dc.identifier.citationcount 25
dc.identifier.doi 10.1016/j.jcsr.2014.01.017
dc.identifier.endpage 78 en_US
dc.identifier.issn 0143-974X
dc.identifier.issn 1873-5983
dc.identifier.scopus 2-s2.0-84896772737
dc.identifier.scopusquality Q1
dc.identifier.startpage 69 en_US
dc.identifier.uri https://doi.org/10.1016/j.jcsr.2014.01.017
dc.identifier.uri https://hdl.handle.net/20.500.14411/233
dc.identifier.volume 97 en_US
dc.identifier.wos WOS:000335871600007
dc.identifier.wosquality Q2
dc.institutionauthor Baran, Eray
dc.language.iso en en_US
dc.publisher Elsevier Sci Ltd en_US
dc.relation.publicationcategory Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı en_US
dc.rights info:eu-repo/semantics/closedAccess en_US
dc.scopus.citedbyCount 33
dc.subject Composite construction en_US
dc.subject Steel en_US
dc.subject Concrete en_US
dc.subject Channel en_US
dc.subject Connector en_US
dc.subject Beam test en_US
dc.subject Partial composite en_US
dc.title Behavior of Steel-Concrete Partially Composite Beams With Channel Type Shear Connectors en_US
dc.type Article en_US
dc.wos.citedbyCount 28
dspace.entity.type Publication
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