Lateral buckling of precast reinforced concrete girders

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dc.contributor.authorKalkan I.
dc.contributor.authorLee J.-H.
dc.contributor.authorKim C.-H.
dc.contributor.authorKim H.-B.
dc.date.accessioned2020-06-25T15:17:17Z
dc.date.available2020-06-25T15:17:17Z
dc.date.issued2012
dc.departmentKırıkkale Üniversitesi
dc.descriptionACE Consulting Engineers;EHAF Consulting Engineers;et al.;Maurer Sohne;OVM;RW Engineering
dc.descriptionIABSE 2012 Spring Conference on Global Thinking in Structural Engineering: Recent Achievements -- 7 May 2012 through 9 May 2012 -- -- 111903
dc.description.abstractThe development of high-strength materials and new construction techniques enable engineers to design longer and deeper precast concrete bridge girders. The increase in the slenderness ratios of these girders causes the lateral stability to be a cause of concern in the design and during construction of bridges. This paper presents a study pertaining to the lateral torsional buckling of precast reinforced concrete beams with initial geometric imperfections. An analytical formula accounting for the material nonlinearities and non-homogenous nature of reinforced concrete and the contribution of longitudinal reinforcements is proposed to estimate the lateral torsional buckling moments of reinforced concrete beams with initial geometric imperfections. In the present study, standard AASHTO I-girders are analyzed using the proposed formula to determine the critical unbraced lengths and the maximum design spans of the girders. Considering the PCI girder sweep tolerances, this study determines the critical unbraced lengths, at which the lateral torsional buckling moment of the girders becomes equal to the ultimate flexural moment capacity, to prevent lateral instability of the girders. Furthermore, for the maximum design span lengths given by the PCI Bridge Design Manual, the critical initial sweeps are determined to ascertain that the girders are stable until they reach the ultimate flexural capacity. The results of the analyses are used for evaluating the girder sweep tolerances and the maximum span lengths of the PCI Manual.en_US
dc.identifier.isbn9783857481253
dc.identifier.scopus2-s2.0-84928966440
dc.identifier.scopusqualityN/A
dc.identifier.urihttps://hdl.handle.net/20.500.12587/2269
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherInternational Association for Bridge and Structural Engineering (IABSE)en_US
dc.relation.ispartofGlobal Thinking in Structural Engineering: Recent Achievements
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectAASHTO-PCI girderen_US
dc.subjectbridge girderen_US
dc.subjectGeometric imperfectionen_US
dc.subjectInitial sweepen_US
dc.subjectLateral stabilityen_US
dc.subjectLateral torsional bucklingen_US
dc.subjectPrecast concreteen_US
dc.titleLateral buckling of precast reinforced concrete girdersen_US
dc.typeConference Object

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