Publication:
A Review on experimental and numerical studies of Glass Fibre Reinforced Polymer (GFRP) strips strengthened Reinforced Concrete (RC) slab subjected to low velocity impact

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dc.citedby2
dc.contributor.authorMubin S.M.en_US
dc.contributor.authorSyamsir A.en_US
dc.contributor.authorMohamad D.en_US
dc.contributor.authorid57196451889en_US
dc.contributor.authorid57195320482en_US
dc.contributor.authorid57200335404en_US
dc.date.accessioned2023-05-29T09:08:11Z
dc.date.available2023-05-29T09:08:11Z
dc.date.issued2021
dc.descriptionABAQUS; Concrete construction; Concrete slabs; Disasters; Fiber reinforced plastics; Impact strength; Numerical methods; Bottom surfaces; Experimental and numerical studies; Externally bonded; Fibre reinforced polymers; Frp strengthening; Glass fibre reinforced polymers; Impact behaviour; Low velocity impact; Reinforced concreteen_US
dc.description.abstractThis paper reviewed the previous research on experimental and numerical studies on the impact behaviour of fibre reinforced polymer (FRP) strips reinforced concrete (RC) slab with various (FRP) strips arrangement. This review focusses on the effect of thicknesses, arrangements of FRP strips and type of support layouts. Initially, a throughout investigation was made on the FRP and its properties. Experiments associated to impact resistance of RC slabs was also performed. Furthermore, numerous finite element model (FEM) of RC slabs externally strengthened with different arrangement FRP strips were developed with ABAQUS and ANSYS. The numerical simulations on impact resistance of RC slab models externally strengthened with different arrangement FRP strips were performed. Generally, the experimental results displayed the diagonal two-way arrangement FRP strips externally bonded on bottom surface of RC slabs and four hinge supports applied had improved the impact strength significantly. The experimental and numerical impact results obtained for RC slabs externally strengthened with FRP strips were better as compared to the control RC slabs without FRP strengthening. Afterwards, the results gained from numerical was validated with experimental results. Finally, the methods and results of experimental and numerical reviewed was reliable as a reference for the study of RC slab externally strengthened with GFRP strips subjected to low velocity impact. � Published under licence by IOP Publishing Ltd.en_US
dc.description.natureFinalen_US
dc.identifier.ArtNo12075
dc.identifier.doi10.1088/1755-1315/708/1/012075
dc.identifier.issue1
dc.identifier.scopus2-s2.0-85105293765
dc.identifier.urihttps://www.scopus.com/inward/record.uri?eid=2-s2.0-85105293765&doi=10.1088%2f1755-1315%2f708%2f1%2f012075&partnerID=40&md5=60ed28c944de74948fd67c9906845738
dc.identifier.urihttps://irepository.uniten.edu.my/handle/123456789/26245
dc.identifier.volume708
dc.publisherIOP Publishing Ltden_US
dc.relation.ispartofAll Open Access, Bronze
dc.sourceScopus
dc.sourcetitleIOP Conference Series: Earth and Environmental Science
dc.titleA Review on experimental and numerical studies of Glass Fibre Reinforced Polymer (GFRP) strips strengthened Reinforced Concrete (RC) slab subjected to low velocity impacten_US
dc.typeConference Paperen_US
dspace.entity.typePublication
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