Fifty-nine moment–rotation tests on bolted beam-to-column joints between pultruded glass-reinforced plastic (GRP) profiles form the basis of the review. Joint test methods are discussed. The joints are sub-divided into five groups. The joints in each group are described and their test data appraised. Sketches of the joints and summaries of the test data are presented in tables. Three broadly similar categories of joint (web cleat, web and flange cleat and high stiffness and strength joints) are identified. For each category, the joint test data—initial rotational stiffness, ultimate moment and ultimate rotation—are compared. The variations in the test data highlight the need for further testing of a variety of nominally identically in order to improve both understanding of joint behaviour and joint design. A round robin exercise, in consultation with pultruders, fabricators and designers, is suggested as a means of achieving this goal.
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June 2004
Research Article|
June 01 2004
Review of tests on bolted joints between pultruded GRP profiles Available to Purchase
G. J. Turvey;
G. J. Turvey
Engineering Department, Lancaster University
UK
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C. Cooper
C. Cooper
Engineering Department, Lancaster University
UK
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Publisher: Emerald Publishing
Received:
April 29 2002
Accepted:
November 11 2003
Online ISSN: 1751-7702
Print ISSN: 0965-0911
© 2004 Thomas Telford Ltd
2004
Proceedings of the Institution of Civil Engineers - Structures and Buildings (2004) 157 (3): 211–233.
Article history
Received:
April 29 2002
Accepted:
November 11 2003
Citation
Turvey GJ, Cooper C (2004), "Review of tests on bolted joints between pultruded GRP profiles". Proceedings of the Institution of Civil Engineers - Structures and Buildings, Vol. 157 No. 3 pp. 211–233, doi: https://doi.org/10.1680/stbu.2004.157.3.211
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