Width effect of FRP externally bonded to timber

Vahedian, A; Shrestha, R; Crews, K

Width effect of FRP externally bonded to timber

Vahedian, A Shrestha, R

Crews, K

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Publication Type:: Conference Proceeding
Citation:: 9th International Conference on Fibre-Reinforced Polymer (FRP) Composites in Civil Engineering, CICE 2018, 2018, 2018-July pp. 558 - 565
Issue Date:: 2018-01-01

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	WIDTH EFFECT OF FRP EXTERNALLY BONDED TO TIMBER-PUBLISHED.pdf	Published version	1.15 MB	Adobe PDF	View/Open

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Field	Value	Language
dc.contributor.author	Vahedian, A	en_US
dc.contributor.author	Shrestha, R https://orcid.org/0000-0001-6756-6525	en_US
dc.contributor.author	Crews, K https://orcid.org/0000-0003-1450-1423	en_US
dc.date.issued	2018-01-01	en_US
dc.identifier.citation	9th International Conference on Fibre-Reinforced Polymer (FRP) Composites in Civil Engineering, CICE 2018, 2018, 2018-July pp. 558 - 565	en_US
dc.identifier.isbn	9780000000002	en_US
dc.identifier.uri	http://hdl.handle.net/10453/126465
dc.description.abstract	© 2019 9th International Conference on Fibre-Reinforced Polymer (FRP) Composites in Civil Engineering, CICE 2018. All Rights Reserved. Bond mechanism between timber and fibre reinforced polymer (FRP) composites is affected by a number of variables. However, effect of parameters such as bond width, bond length, material properties and geometries on the bond strength is not fully understood. This study investigates the influence of bond width on the bond strength and failure mode of externally bonded FRP-to-timber interface. Pull-out tests on 136 FRP-to-timber joints with different FRP widths were conducted. Results of experimental tests showed that the bond width has significant effect on the bond strength; with the increase of FRP width, the interfacial bond strength increases. In addition, it was observed that the maximum shear stress decreases with the increase of FRP-to-timber width ratio. Furthermore, FRP-to-timber width ratio impacts on the local bond-slip in which slip of the bond reduces when this ratio is increased.	en_US
dc.relation.ispartof	9th International Conference on Fibre-Reinforced Polymer (FRP) Composites in Civil Engineering, CICE 2018	en_US
dc.title	Width effect of FRP externally bonded to timber	en_US
dc.type	Conference Proceeding
utslib.citation.volume	2018-July	en_US
pubs.embargo.period	Not known	en_US
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
pubs.organisational-group	/University of Technology Sydney/Strength - CBI - Centre for Built Infrastructure
pubs.organisational-group	/University of Technology Sydney/Students
utslib.copyright.status	closed_access
pubs.publication-status	Published	en_US
pubs.volume	2018-July	en_US

Abstract:

© 2019 9th International Conference on Fibre-Reinforced Polymer (FRP) Composites in Civil Engineering, CICE 2018. All Rights Reserved. Bond mechanism between timber and fibre reinforced polymer (FRP) composites is affected by a number of variables. However, effect of parameters such as bond width, bond length, material properties and geometries on the bond strength is not fully understood. This study investigates the influence of bond width on the bond strength and failure mode of externally bonded FRP-to-timber interface. Pull-out tests on 136 FRP-to-timber joints with different FRP widths were conducted. Results of experimental tests showed that the bond width has significant effect on the bond strength; with the increase of FRP width, the interfacial bond strength increases. In addition, it was observed that the maximum shear stress decreases with the increase of FRP-to-timber width ratio. Furthermore, FRP-to-timber width ratio impacts on the local bond-slip in which slip of the bond reduces when this ratio is increased.

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http://hdl.handle.net/10453/126465