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Open-hole tension strength of pultruded GRP plate.

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Open-hole tension strength of pultruded GRP plate. / Turvey, Geoffrey; Wang, P.
In: Proceedings of the ICE - Structures and Buildings, Vol. 156, No. 1, 01.02.2003, p. 93-101.

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

Harvard

Turvey, G & Wang, P 2003, 'Open-hole tension strength of pultruded GRP plate.', Proceedings of the ICE - Structures and Buildings, vol. 156, no. 1, pp. 93-101. https://doi.org/10.1680/stbu.156.1.93.37885

APA

Turvey, G., & Wang, P. (2003). Open-hole tension strength of pultruded GRP plate. Proceedings of the ICE - Structures and Buildings, 156(1), 93-101. https://doi.org/10.1680/stbu.156.1.93.37885

Vancouver

Turvey G, Wang P. Open-hole tension strength of pultruded GRP plate. Proceedings of the ICE - Structures and Buildings. 2003 Feb 1;156(1):93-101. doi: 10.1680/stbu.156.1.93.37885

Author

Turvey, Geoffrey ; Wang, P. / Open-hole tension strength of pultruded GRP plate. In: Proceedings of the ICE - Structures and Buildings. 2003 ; Vol. 156, No. 1. pp. 93-101.

Bibtex

@article{bdea0b1ee513467d80bbf7499ddea539,
title = "Open-hole tension strength of pultruded GRP plate.",
abstract = "Strength data reported for over 100 tension coupons with central circular holes cut from pultruded glass reinforced plastic (GRP) plate have been used to determine the critical distance and the damage zone critical length according to the point stress and damage zone criteria respectively. It is shown that these quantities are not invariant, as required by the criteria. Indeed, they appear to depend on both geometry and loading direction relative to the principal material axes. It appears, therefore, that neither criterion is suitable for accurate prediction of the open-hole tensile strength of pultruded GRP plate, which is used in infrastructure applications.",
author = "Geoffrey Turvey and P. Wang",
note = "The paper shows that the Point Stress and Damage Zone failure criteria (widely used to predict failure of laminated aerospace composites) are not applicable to pultruded GRP structural grade materials. This demonstrates that design procedures are not directly transferable from an advanced sector to a less advanced sector of engineering industry. The paper has been consulted by the US Steel Research & Technology Center (contact: jwang@uss.com). RAE_import_type : Journal article RAE_uoa_type : General Engineering",
year = "2003",
month = feb,
day = "1",
doi = "10.1680/stbu.156.1.93.37885",
language = "English",
volume = "156",
pages = "93--101",
journal = "Proceedings of the ICE - Structures and Buildings",
issn = "1751-7702",
publisher = "ICE Publishing Ltd.",
number = "1",

}

RIS

TY - JOUR

T1 - Open-hole tension strength of pultruded GRP plate.

AU - Turvey, Geoffrey

AU - Wang, P.

N1 - The paper shows that the Point Stress and Damage Zone failure criteria (widely used to predict failure of laminated aerospace composites) are not applicable to pultruded GRP structural grade materials. This demonstrates that design procedures are not directly transferable from an advanced sector to a less advanced sector of engineering industry. The paper has been consulted by the US Steel Research & Technology Center (contact: jwang@uss.com). RAE_import_type : Journal article RAE_uoa_type : General Engineering

PY - 2003/2/1

Y1 - 2003/2/1

N2 - Strength data reported for over 100 tension coupons with central circular holes cut from pultruded glass reinforced plastic (GRP) plate have been used to determine the critical distance and the damage zone critical length according to the point stress and damage zone criteria respectively. It is shown that these quantities are not invariant, as required by the criteria. Indeed, they appear to depend on both geometry and loading direction relative to the principal material axes. It appears, therefore, that neither criterion is suitable for accurate prediction of the open-hole tensile strength of pultruded GRP plate, which is used in infrastructure applications.

AB - Strength data reported for over 100 tension coupons with central circular holes cut from pultruded glass reinforced plastic (GRP) plate have been used to determine the critical distance and the damage zone critical length according to the point stress and damage zone criteria respectively. It is shown that these quantities are not invariant, as required by the criteria. Indeed, they appear to depend on both geometry and loading direction relative to the principal material axes. It appears, therefore, that neither criterion is suitable for accurate prediction of the open-hole tensile strength of pultruded GRP plate, which is used in infrastructure applications.

U2 - 10.1680/stbu.156.1.93.37885

DO - 10.1680/stbu.156.1.93.37885

M3 - Journal article

VL - 156

SP - 93

EP - 101

JO - Proceedings of the ICE - Structures and Buildings

JF - Proceedings of the ICE - Structures and Buildings

SN - 1751-7702

IS - 1

ER -