Publication:
The response of axially restrained non-composite steel-concrete-steel sandwich panels due to large impact loading

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dc.citedby78
dc.contributor.authorRemennikov A.M.en_US
dc.contributor.authorKong S.Y.en_US
dc.contributor.authorUy B.en_US
dc.contributor.authorid8894438000en_US
dc.contributor.authorid57208875766en_US
dc.contributor.authorid7003535945en_US
dc.date.accessioned2023-12-29T07:44:12Z
dc.date.available2023-12-29T07:44:12Z
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 stud connectors. This paper describes a programme of experimental and numerical investigations on reduced-scale non-composite SCS panels with axially restrained connections. The experimental results have demonstrated that the non-composite SCS panels are capable of developing enhanced load-carrying capacity through the tensile membrane resistance of the steel faceplates. This type of construction was found to exhibit highly ductile response and be able to sustain large end rotations of up to 18� without collapse. High fidelity finite element models for SCS panels under impact loading conditions were developed and the simulation results were validated against the experimental data. With the validated FE models, a full-scale barrier structure composed of the non-composite SCS panels and steel posts was subjected to a head-on collision by the Ford F800 single unit truck. The simulation results showed that the non-composite SCS barrier construction is able to resist very large impact energy and effectively terminate the fast moving vehicle. The axially restrained non-composite SCS panels were found to provide an effective means for protecting assets against severe impact attacks. � 2012 Elsevier Ltd.en_US
dc.description.natureFinalen_US
dc.identifier.doi10.1016/j.engstruct.2012.11.014
dc.identifier.epage818
dc.identifier.scopus2-s2.0-84873358007
dc.identifier.spage806
dc.identifier.urihttps://www.scopus.com/inward/record.uri?eid=2-s2.0-84873358007&doi=10.1016%2fj.engstruct.2012.11.014&partnerID=40&md5=6ee2c1cea159bcbebe51d0af7723a100
dc.identifier.urihttps://irepository.uniten.edu.my/handle/123456789/30054
dc.identifier.volume49
dc.pagecount12
dc.relation.ispartofAll Open Access; Green Open Access
dc.sourceScopus
dc.sourcetitleEngineering Structures
dc.subjectImpact load
dc.subjectMembrane mechanism
dc.subjectProtective structures
dc.subjectSteel-concrete-steel construction
dc.subjectCivil engineering
dc.subjectStructures (built objects)
dc.subjectBarrier structures
dc.subjectFE model
dc.subjectFinite element models
dc.subjectHead-on collision
dc.subjectImpact energy
dc.subjectImpact loadings
dc.subjectImpact loads
dc.subjectMoving vehicles
dc.subjectNon-composite
dc.subjectNumerical investigations
dc.subjectProtective structures
dc.subjectShear studs
dc.subjectSteel plates
dc.subjectSteel-concrete-steel sandwich
dc.subjectTensile membrane
dc.subjectconcrete structure
dc.subjectductile deformation
dc.subjectexperimental study
dc.subjectfinite element method
dc.subjectimpact
dc.subjectloading test
dc.subjectmodel test
dc.subjectmodel validation
dc.subjectsteel structure
dc.subjectstructural analysis
dc.subjectstructural response
dc.subjecttensile strength
dc.subjectFinite element method
dc.titleThe response of axially restrained non-composite steel-concrete-steel sandwich panels due to large impact loadingen_US
dc.typeArticleen_US
dspace.entity.typePublication
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