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Flexural behaviour of glass fiber reinforced polymer (Gfrp) tubes subjected to static load

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dc.contributor.authorSyamsir A.en_US
dc.contributor.authorAlhayek A.en_US
dc.contributor.authorKeng A.Y.Y.en_US
dc.contributor.authorMohamad D.en_US
dc.contributor.authorRashid M.Z.A.en_US
dc.contributor.authorNorhisham S.en_US
dc.contributor.authorid57195320482en_US
dc.contributor.authorid57221437286en_US
dc.contributor.authorid57221948747en_US
dc.contributor.authorid57200335404en_US
dc.contributor.authorid57221960339en_US
dc.contributor.authorid54581400300en_US
dc.date.accessioned2023-05-29T09:12:17Z
dc.date.available2023-05-29T09:12:17Z
dc.date.issued2021
dc.descriptionGlass fibers; Offshore oil well production; Steel beams and girders; Tubes (components); Flexural modulus; Flexural toughness; Four point bending; Glass fiber reinforced polymer; Initial cracks; Mid-span deflection; Static loads; Transmission tower; Fiber reinforced plasticsen_US
dc.description.abstractThis paper presents the flexural behaviour of glass fiber reinforced polymer tubes subjected to static load. Two samples of GFRP crossarms produced by Wagner were tested under static four-point bending in order to determine the flexural behaviour. The results show that, both samples were able to withstand the same load and moment with a maximum load of 75 kN and 19.69 kN.m respectively. Wagner 1 had a lower mid-span deflection and a higher flexural modulus as compared to Wagner 2. However, Wagner 2 had a higher flexural toughness due to the contribution from the side of tubes to sustain the load until failure, unlike Wagner 1 where the initial crack occured at the edges of the tube so that the tube failed at 11 mm mid-span deflection. The different behaviour between these two samples is because the samples were taken from different location of transmission tower and already exposed to the environment and load from the transmisson tower�s conductor. � The Author(s), under exclusive license to Springer Nature Singapore Pte Ltd. 2021.en_US
dc.description.natureFinalen_US
dc.identifier.doi10.1007/978-981-33-6311-3_59
dc.identifier.epage516
dc.identifier.scopus2-s2.0-85100807487
dc.identifier.spage510
dc.identifier.urihttps://www.scopus.com/inward/record.uri?eid=2-s2.0-85100807487&doi=10.1007%2f978-981-33-6311-3_59&partnerID=40&md5=eaa3fa21d9eabae72d3defa943f5df17
dc.identifier.urihttps://irepository.uniten.edu.my/handle/123456789/26581
dc.identifier.volume132
dc.publisherSpringer Science and Business Media Deutschland GmbHen_US
dc.sourceScopus
dc.sourcetitleLecture Notes in Civil Engineering
dc.titleFlexural behaviour of glass fiber reinforced polymer (Gfrp) tubes subjected to static loaden_US
dc.typeConference Paperen_US
dspace.entity.typePublication
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