Publication:
Flexural Behavior and Failure Modes of Pultruded GFRP Tube Concrete-Filled Composite Beams: A Review of Experimental and Numerical Studies

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dc.citedby2
dc.contributor.authorAl-Ezzi M.J.en_US
dc.contributor.authorAyamsir A.en_US
dc.contributor.authorSupian A.B.M.en_US
dc.contributor.authorBeddu S.en_US
dc.contributor.authorAl-Dala?ien R.N.en_US
dc.contributor.authorid59487242900en_US
dc.contributor.authorid59487207000en_US
dc.contributor.authorid57202962691en_US
dc.contributor.authorid55812080500en_US
dc.contributor.authorid57219563631en_US
dc.date.accessioned2025-03-03T07:41:28Z
dc.date.available2025-03-03T07:41:28Z
dc.date.issued2024
dc.description.abstractPultruded glass fiber-reinforced polymer (GFRP) materials are increasingly recognized in civil engineering for their exceptional properties, including a high strength-to-weight ratio, corrosion resistance, and ease of fabrication, making them ideal for composite structural applications. The use of concrete infill enhances the structural integrity of thin-walled GFRP sections and compensates for the low elastic modulus of hollow profiles. Despite the widespread adoption of concrete-filled pultruded GFRP tubes in composite beams, critical gaps remain in understanding their flexural behavior and failure mechanisms, particularly concerning design optimization and manufacturing strategies to mitigate failure modes. This paper provides a comprehensive review of experimental and numerical studies that investigate the impact of key parameters, such as concrete infill types, reinforcement strategies, bonding levels, and GFRP tube geometries, on the flexural performance and failure behavior of concrete-filled pultruded GFRP tubular members in composite beam applications. The analysis includes full-scale GFRP beam studies, offering a thorough comparison of documented flexural responses, failure modes, and structural performance outcomes. The findings are synthesized to highlight current trends, identify research gaps, and propose strategies to advance the understanding and application of these composite systems. The paper concludes with actionable recommendations for future research, emphasizing the development of innovative material combinations, optimization of structural designs, and refinement of numerical modeling techniques. ? 2024 by the authors.en_US
dc.description.natureFinalen_US
dc.identifier.ArtNo3966
dc.identifier.doi10.3390/buildings14123966
dc.identifier.issue12
dc.identifier.scopus2-s2.0-85213079390
dc.identifier.urihttps://www.scopus.com/inward/record.uri?eid=2-s2.0-85213079390&doi=10.3390%2fbuildings14123966&partnerID=40&md5=2cbf46bc869fa85fbdadd7e3b9e6004f
dc.identifier.urihttps://irepository.uniten.edu.my/handle/123456789/36156
dc.identifier.volume14
dc.publisherMultidisciplinary Digital Publishing Institute (MDPI)en_US
dc.sourceScopus
dc.sourcetitleBuildings
dc.subjectComposite beams and girders
dc.subjectComposite structures
dc.subjectConcrete beams and girders
dc.subjectFiber reinforced concrete
dc.subjectFracture mechanics
dc.subjectGlass bonding
dc.subjectGlass fiber reinforced plastics
dc.subjectGlass fibers
dc.subjectHydraulic structures
dc.subjectPressure vessels
dc.subjectPultrusion
dc.subjectStructural design
dc.subjectComposite beam
dc.subjectConcrete-filled
dc.subjectExperimental and numerical studies
dc.subjectFiber reinforced polymers materials
dc.subjectFilled composites
dc.subjectFlexural behavior
dc.subjectFlexural failure
dc.subjectGlassfiber reinforced polymers (GFRP)
dc.subjectPolymer tubes
dc.subjectPultruded glass fiber-reinforced polymer
dc.subjectThin walled structures
dc.titleFlexural Behavior and Failure Modes of Pultruded GFRP Tube Concrete-Filled Composite Beams: A Review of Experimental and Numerical Studiesen_US
dc.typeReviewen_US
dspace.entity.typePublication
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