Publication:
Numerical Modeling of One-Way Reinforced Concrete Wall Panels with Openings Strengthened with Carbon Fiber Reinforced Polymer (CFRP)

Simple item page
dc.citedby0
dc.contributor.authorQaddura M.J.en_US
dc.contributor.authorEan L.W.en_US
dc.contributor.authorMohammed B.S.en_US
dc.contributor.authorNg C.Y.en_US
dc.contributor.authorid58867541200en_US
dc.contributor.authorid55324334700en_US
dc.contributor.authorid57203590522en_US
dc.contributor.authorid54994031100en_US
dc.date.accessioned2025-03-03T07:47:24Z
dc.date.available2025-03-03T07:47:24Z
dc.date.issued2024
dc.description.abstractThe research reported in this paper is based on a comparative numerical analysis between the FE analysis conducted on RC walls by Lima et al. [1] and the physical experiment by Mohammed et al. [2]. Seventeen one-way RC walls with eccentric (e = t/6) were modeled. Several opening sizes were used (5%, 10%, 20%, and 30% of the concrete body total area). The results of the nonlinear analysis revealed that all walls with all possible CFRP configurations exhibited�reduced deformation under load. The reduction percentage increases with opening size. On the other hand, the configuration of the CFRP affects the stress value and distribution, where CFRP sheets with 0� and 90� layout enhanced the maximum stress value by 5%. The strain value increased in areas far from the CFRP sheets and vice versa. The maximum strain occurred on the bottom corners of the openings, which explains the appearance of cracks in the concrete walls without CFRP. ? 2024, Institute of Technology PETRONAS Sdn Bhd.en_US
dc.description.natureFinalen_US
dc.identifier.doi10.1007/978-981-99-1111-0_50
dc.identifier.epage609
dc.identifier.scopus2-s2.0-85184280603
dc.identifier.spage599
dc.identifier.urihttps://www.scopus.com/inward/record.uri?eid=2-s2.0-85184280603&doi=10.1007%2f978-981-99-1111-0_50&partnerID=40&md5=f7d87d7009df8fadaf64269f7823dc09
dc.identifier.urihttps://irepository.uniten.edu.my/handle/123456789/37092
dc.identifier.volume324
dc.pagecount10
dc.publisherSpringer Science and Business Media Deutschland GmbHen_US
dc.sourceScopus
dc.sourcetitleLecture Notes in Civil Engineering
dc.subjectCarbon fiber reinforced plastics
dc.subjectConcrete slabs
dc.subjectReinforced concrete
dc.subjectCarbon fiber reinforced polymer
dc.subjectCarbon fiber reinforced polymers sheets
dc.subjectCarbon fibre reinforced polymer
dc.subjectFE analysis
dc.subjectOpening sizes
dc.subjectReinforced concrete wall
dc.subjectStrengthening
dc.subjectStress values
dc.subjectWall opening
dc.subjectWall panels
dc.subjectNonlinear analysis
dc.titleNumerical Modeling of One-Way Reinforced Concrete Wall Panels with Openings Strengthened with Carbon Fiber Reinforced Polymer (CFRP)en_US
dc.typeConference paperen_US
dspace.entity.typePublication
Files
Collections
SCOPUS