Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.13091/2987
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dc.contributor.authorYılmaz, Tolga-
dc.contributor.authorErdem, R. Tugrul-
dc.contributor.authorKishi, Norimitsu-
dc.contributor.authorAnıl, Özgür-
dc.date.accessioned2022-10-08T20:50:03Z-
dc.date.available2022-10-08T20:50:03Z-
dc.date.issued2022-
dc.identifier.issn1539-7734-
dc.identifier.issn1539-7742-
dc.identifier.urihttps://doi.org/10.1080/15397734.2022.2124173-
dc.identifier.urihttps://hdl.handle.net/20.500.13091/2987-
dc.descriptionArticle; Early Accessen_US
dc.description.abstractIn the scope of this study, the impact behavior of shear deficient RC beam was investigated by performing numerical analysis based on the finite element method and comparing it with the experimental results. The explicit dynamic analysis of 27 shear-deficient RC beams of which experiments were previously carried out by one of the authors has been conducted by utilizing ABAQUS software, and also it is aimed to establish the reasonable finite element model that is accordant with the experimental results. The variables of the experimental study were the ratio of longitudinal reinforcement on the tension side of the member, the shear-span ratio, and impact velocities. The time histories of impact load, reaction forces on supports, and the displacements measured from the mid-span of the beams were recorded during the experiments, and the energy absorption capacities of RC beams were evaluated based on an area enclosed by the impact load vs. displacement loops. It is investigated and interpreted to what extent the proposed nonlinear finite element method could be successful for analyzing the values of impact load and mid-span displacements and to what extent the explicit dynamic solution technique could be successful for simulating experiments. It is found that the maximum differences between the results obtained by numerical analysis using ABAQUS and the experimental results are 7% and 14% for impact loads and mid-span displacements, respectively.en_US
dc.language.isoenen_US
dc.publisherTaylor & Francis Incen_US
dc.relation.ispartofMechanics Based Design of Structures and Machinesen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectShear deficient RC beamen_US
dc.subjectimpact loaden_US
dc.subjectfree drop testen_US
dc.subjectnonlinear FEAen_US
dc.subjectABAQUSen_US
dc.subjectReinforced-Concrete Beamsen_US
dc.subjectPlastic-Damage Modelen_US
dc.subjectFinite-Elementen_US
dc.subjectStrengthen_US
dc.subjectCfrpen_US
dc.subjectColumnsen_US
dc.titleInvestigation of impact behavior of shear deficient RC beams using nonlinear FEAen_US
dc.typeArticleen_US
dc.identifier.doi10.1080/15397734.2022.2124173-
dc.identifier.scopus2-s2.0-85138800322en_US
dc.departmentFakülteler, Mühendislik ve Doğa Bilimleri Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.identifier.wosWOS:000855813700001en_US
dc.institutionauthorYılmaz, Tolga-
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.identifier.scopusqualityQ2-
item.openairetypeArticle-
item.languageiso639-1en-
item.cerifentitytypePublications-
item.grantfulltextembargo_20300101-
item.fulltextWith Fulltext-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
crisitem.author.dept02.02. Department of Civil Engineering-
Appears in Collections:Mühendislik ve Doğa Bilimleri Fakültesi Koleksiyonu
Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collections
WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collections
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