Flexural Performance of a Pultruded GFRP Short Beam with Reinforced Concrete Infill

Li, Z; Rawat, S; Hazell, P; Tekle, BH; Liu, Z; Khennane, A; Wang, H

Flexural Performance of a Pultruded GFRP Short Beam with Reinforced Concrete Infill

Li, Z Rawat, S

Hazell, P Tekle, BH Liu, Z Khennane, A Wang, H

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Publisher:: Avestia Publishing
Publication Type:: Conference Proceeding
Citation:: International Conference on Civil, Structural and Transportation Engineering, 2024
Issue Date:: 2024-01-01

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Field	Value	Language
dc.contributor.author	Li, Z
dc.contributor.author	Rawat, S https://orcid.org/0000-0002-1985-7579
dc.contributor.author	Hazell, P
dc.contributor.author	Tekle, BH
dc.contributor.author	Liu, Z
dc.contributor.author	Khennane, A
dc.contributor.author	Wang, H
dc.date	2024-06-13
dc.date.accessioned	2025-03-24T05:09:37Z
dc.date.available	2025-03-24T05:09:37Z
dc.date.issued	2024-01-01
dc.identifier.citation	International Conference on Civil, Structural and Transportation Engineering, 2024
dc.identifier.issn	2369-3002
dc.identifier.issn	2369-3002
dc.identifier.uri	http://hdl.handle.net/10453/186170
dc.description.abstract	This study reports on the results of an experimental investigation into the flexural behaviour of a hybrid pultruded GFRP reinforced concrete short beam. The external pultruded GFRP composites not only protect the concrete core from chemical attacks in the marine environment but also serve as structural enhancements to the hybrid system. Conversely, the concrete core provides the system with bulk size and structural stability. The experimental results, including the load-displacement curves and failure modes, are compared for the reinforced beams with or without the external GFRP reinforcements. The loading capacity shows in increase of 150 % when compared to the normal reinforced short beams.
dc.language	en
dc.publisher	Avestia Publishing
dc.relation.ispartof	International Conference on Civil, Structural and Transportation Engineering
dc.relation.ispartof	Proceedings of the 9th International Conference on Civil, Structural and Transportation Engineering (ICCSTE 2024)
dc.relation.isbasedon	10.11159/iccste24.201
dc.rights	info:eu-repo/semantics/closedAccess
dc.title	Flexural Performance of a Pultruded GFRP Short Beam with Reinforced Concrete Infill
dc.type	Conference Proceeding
pubs.organisational-group	University of Technology Sydney
pubs.organisational-group	University of Technology Sydney/Faculty of Engineering and Information Technology
pubs.organisational-group	University of Technology Sydney/Faculty of Engineering and Information Technology/School of Civil and Environmental Engineering
utslib.copyright.status	closed_access	*
dc.date.updated	2025-03-24T05:09:35Z
pubs.finish-date	2024-06-15
pubs.publication-status	Published
pubs.start-date	2024-06-13

Abstract:

This study reports on the results of an experimental investigation into the flexural behaviour of a hybrid pultruded GFRP reinforced concrete short beam. The external pultruded GFRP composites not only protect the concrete core from chemical attacks in the marine environment but also serve as structural enhancements to the hybrid system. Conversely, the concrete core provides the system with bulk size and structural stability. The experimental results, including the load-displacement curves and failure modes, are compared for the reinforced beams with or without the external GFRP reinforcements. The loading capacity shows in increase of 150 % when compared to the normal reinforced short beams.

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http://hdl.handle.net/10453/186170