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Experimental evaluation of bolt pull-through in pultruded glass-fibre-reinforced polymer plate

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Experimental evaluation of bolt pull-through in pultruded glass-fibre-reinforced polymer plate. / Turvey, Geoffrey John.
In: Proceedings of the ICE - Structures and Buildings, Vol. 164, No. 5, 10.2011, p. 307-319.

Research output: Contribution to Journal/Magazine › Journal article › peer-review

Harvard

Turvey, GJ 2011, 'Experimental evaluation of bolt pull-through in pultruded glass-fibre-reinforced polymer plate', Proceedings of the ICE - Structures and Buildings, vol. 164, no. 5, pp. 307-319. https://doi.org/10.1680/stbu.2011.164.5.307

APA

Turvey, G. J. (2011). Experimental evaluation of bolt pull-through in pultruded glass-fibre-reinforced polymer plate. Proceedings of the ICE - Structures and Buildings, 164(5), 307-319. https://doi.org/10.1680/stbu.2011.164.5.307

Vancouver

Turvey GJ. Experimental evaluation of bolt pull-through in pultruded glass-fibre-reinforced polymer plate. Proceedings of the ICE - Structures and Buildings. 2011 Oct;164(5):307-319. doi: 10.1680/stbu.2011.164.5.307

Author

Turvey, Geoffrey John. / Experimental evaluation of bolt pull-through in pultruded glass-fibre-reinforced polymer plate. In: Proceedings of the ICE - Structures and Buildings. 2011 ; Vol. 164, No. 5. pp. 307-319.

Bibtex

@article{c0e892d8bfcf4164802b1949cb0abd73,
title = "Experimental evaluation of bolt pull-through in pultruded glass-fibre-reinforced polymer plate",
abstract = "An experimental investigation of the bolt pull-through stiffness and strength of pultruded glass-fibre-reinforced polymer ( GFRP) plate is described. Details of an adjustable bolt pull-through test rig are presented. The rig was used to carry out 80 low and ultimate load tests on single bolts loaded in tension at the centres of square pultruded GFRP plates. In the tests, one plate thickness, two bolt diameters, four plate side lengths, two sets of plate edge conditions and two orientations of the principal orthotropic axes with respect to one of the edge conditions were investigated. Transverse stiffnesses as well as damage and ultimate tensile loads of the bolt-plate specimens were quantified from the test data. The latter are presented graphically to illustrate the effects of bolt diameter, plate slenderness, plate edge conditions, etc. on stiffnesses and damage/ultimate loads. Failure modes are also described and illustrated.",
author = "Turvey, {Geoffrey John}",
year = "2011",
month = oct,
doi = "10.1680/stbu.2011.164.5.307",
language = "English",
volume = "164",
pages = "307--319",
journal = "Proceedings of the ICE - Structures and Buildings",
issn = "0965-0911",
publisher = "ICE Publishing Ltd.",
number = "5",

}

RIS

TY - JOUR

T1 - Experimental evaluation of bolt pull-through in pultruded glass-fibre-reinforced polymer plate

AU - Turvey, Geoffrey John

PY - 2011/10

Y1 - 2011/10

N2 - An experimental investigation of the bolt pull-through stiffness and strength of pultruded glass-fibre-reinforced polymer ( GFRP) plate is described. Details of an adjustable bolt pull-through test rig are presented. The rig was used to carry out 80 low and ultimate load tests on single bolts loaded in tension at the centres of square pultruded GFRP plates. In the tests, one plate thickness, two bolt diameters, four plate side lengths, two sets of plate edge conditions and two orientations of the principal orthotropic axes with respect to one of the edge conditions were investigated. Transverse stiffnesses as well as damage and ultimate tensile loads of the bolt-plate specimens were quantified from the test data. The latter are presented graphically to illustrate the effects of bolt diameter, plate slenderness, plate edge conditions, etc. on stiffnesses and damage/ultimate loads. Failure modes are also described and illustrated.

AB - An experimental investigation of the bolt pull-through stiffness and strength of pultruded glass-fibre-reinforced polymer ( GFRP) plate is described. Details of an adjustable bolt pull-through test rig are presented. The rig was used to carry out 80 low and ultimate load tests on single bolts loaded in tension at the centres of square pultruded GFRP plates. In the tests, one plate thickness, two bolt diameters, four plate side lengths, two sets of plate edge conditions and two orientations of the principal orthotropic axes with respect to one of the edge conditions were investigated. Transverse stiffnesses as well as damage and ultimate tensile loads of the bolt-plate specimens were quantified from the test data. The latter are presented graphically to illustrate the effects of bolt diameter, plate slenderness, plate edge conditions, etc. on stiffnesses and damage/ultimate loads. Failure modes are also described and illustrated.

U2 - 10.1680/stbu.2011.164.5.307

DO - 10.1680/stbu.2011.164.5.307

M3 - Journal article

VL - 164

SP - 307

EP - 319

JO - Proceedings of the ICE - Structures and Buildings

JF - Proceedings of the ICE - Structures and Buildings

SN - 0965-0911

IS - 5

ER -