Publication:
Numerical investigation of the response of protective barrier under blast loading

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dc.contributor.authorYing K.S.en_US
dc.contributor.authorRemennikov A.M.en_US
dc.contributor.authorUy B.en_US
dc.contributor.authorid56239176300en_US
dc.contributor.authorid8894438000en_US
dc.contributor.authorid7003535945en_US
dc.date.accessioned2023-05-16T02:47:29Z
dc.date.available2023-05-16T02:47:29Z
dc.date.issued2014
dc.description.abstractNon-composite steel-concrete-steel panels develop high load-carrying capacity through the tensile membrane resistance of the steel faceplates at large displacement. The response of a fullscale barrier structure composed of the non-composite SCS panels and steel posts under various blast loading scenarios was investigated using non-linear finite element software LS-Dyna. The simulation results showed that the barrier was able to withstand very large blast energy. It can be concluded that non-composite SCS panels can provide an attractive solution to expedite construction of high-performance protective barriers to resist extreme blast loadings. © (2014) Trans Tech Publications, Switzerland.en_US
dc.description.natureFinalen_US
dc.identifier.doi10.4028/www.scientific.net/AMM.567.440
dc.identifier.epage445
dc.identifier.scopus2-s2.0-84903514883
dc.identifier.spage440
dc.identifier.urihttps://www.scopus.com/inward/record.uri?eid=2-s2.0-84903514883&doi=10.4028%2fwww.scientific.net%2fAMM.567.440&partnerID=40&md5=174104dd53491c4af6000efccc63a0bd
dc.identifier.urihttps://irepository.uniten.edu.my/handle/123456789/22112
dc.identifier.volume567
dc.publisherTrans Tech Publications Ltden_US
dc.sourceScopus
dc.sourcetitleApplied Mechanics and Materials
dc.titleNumerical investigation of the response of protective barrier under blast loadingen_US
dc.typeConference Paperen_US
dspace.entity.typePublication
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