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An experimental investigation of the performance of non-composite steel-concrete-steel protective panels under large impact loading

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dc.citedby10
dc.contributor.authorKong S.Y.en_US
dc.contributor.authorRemennikov A.en_US
dc.contributor.authorUy B.en_US
dc.contributor.authorid57208875766en_US
dc.contributor.authorid8894438000en_US
dc.contributor.authorid7003535945en_US
dc.date.accessioned2023-12-29T07:44:02Z
dc.date.available2023-12-29T07:44:02Z
dc.date.issued2013
dc.description.abstractIn conventional steel-concrete-steel (SCS) construction, the external steel plates are connected to the concrete infill by welded shear connectors. This paper describes an experimental programme in which the response of axially restrained noncomposite (without shear connectors) SCS protective panels subject to impulsive loading was studied. A comprehensive parametric study was carried out to investigate the effects of different types of infill materials, amount of impact energy, and the bond between the concrete core and steel faceplates, on the performance of the protective panels. The experimental results showed that the panels developed high load-carrying capacity through the tensile membrane resistance of the steel faceplates at large deformation. The panels demonstrated a highly ductile response and were able to sustain large deformation up to 18 degrees end rotation without collapse. The high strength and high ductility characteristics of these SCS panels make them an economical alternative to the existing protective barrier structures.en_US
dc.description.natureFinalen_US
dc.identifier.doi10.1260/1369-4332.16.7.1163
dc.identifier.epage1174
dc.identifier.issue7
dc.identifier.scopus2-s2.0-84883179426
dc.identifier.spage1163
dc.identifier.urihttps://www.scopus.com/inward/record.uri?eid=2-s2.0-84883179426&doi=10.1260%2f1369-4332.16.7.1163&partnerID=40&md5=c11c9c77ab06e51160d3540e6db798f0
dc.identifier.urihttps://irepository.uniten.edu.my/handle/123456789/30023
dc.identifier.volume16
dc.pagecount11
dc.sourceScopus
dc.sourcetitleAdvances in Structural Engineering
dc.subjecthard impact
dc.subjectprotective structures
dc.subjectsteel concrete steel
dc.subjecttensile membrane action
dc.subjectDeformation
dc.subjectExperimental investigations
dc.subjectHard impact
dc.subjectHigh strength and high ductilities
dc.subjectImpulsive loading
dc.subjectProtective barrier
dc.subjectProtective structures
dc.subjectSteel concrete
dc.subjectTensile membrane action
dc.subjectConcretes
dc.titleAn experimental investigation of the performance of non-composite steel-concrete-steel protective panels under large impact loadingen_US
dc.typeArticleen_US
dspace.entity.typePublication
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