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Lateral buckling of pultruded GRP I-section cantilevers

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Lateral buckling of pultruded GRP I-section cantilevers. / Brooks, R. J.; Turvey, G. J.
In: Composite Structures, Vol. 32, No. 1-4, 1995, p. 203-215.

Research output: Contribution to Journal/Magazine › Journal article

Harvard

Brooks, RJ & Turvey, GJ 1995, 'Lateral buckling of pultruded GRP I-section cantilevers', Composite Structures, vol. 32, no. 1-4, pp. 203-215. https://doi.org/10.1016/0263-8223(95)00018-6

APA

Brooks, R. J., & Turvey, G. J. (1995). Lateral buckling of pultruded GRP I-section cantilevers. Composite Structures, 32(1-4), 203-215. https://doi.org/10.1016/0263-8223(95)00018-6

Vancouver

Brooks RJ, Turvey GJ. Lateral buckling of pultruded GRP I-section cantilevers. Composite Structures. 1995;32(1-4):203-215. doi: 10.1016/0263-8223(95)00018-6

Author

Brooks, R. J. ; Turvey, G. J. / Lateral buckling of pultruded GRP I-section cantilevers. In: Composite Structures. 1995 ; Vol. 32, No. 1-4. pp. 203-215.

Bibtex

@article{58a502ed7c8e4cd9bee268d6c5383b36,
title = "Lateral buckling of pultruded GRP I-section cantilevers",
abstract = "A series of lateral buckling tests on pultruded GRP I-section cantilever beams is described. Comparisons of the theoretical critical loads, determined from approximate formulae and numerical finite element eigenvalue analysis, with the test results are presented. They reveal that linear buckling analysis does not provide an accurate estimate, for use in design, of the maximum tip load that a GRP cantilever may support. It is concluded that both initial deflections and pre-buckling deformations may need to be accounted for in order to model accurately the response of tip loaded pultruded GRP cantilevers.",
author = "Brooks, {R. J.} and Turvey, {G. J.}",
year = "1995",
doi = "10.1016/0263-8223(95)00018-6",
language = "English",
volume = "32",
pages = "203--215",
journal = "Composite Structures",
publisher = "Elsevier Ltd",
number = "1-4",

}

RIS

TY - JOUR

T1 - Lateral buckling of pultruded GRP I-section cantilevers

AU - Brooks, R. J.

AU - Turvey, G. J.

PY - 1995

Y1 - 1995

N2 - A series of lateral buckling tests on pultruded GRP I-section cantilever beams is described. Comparisons of the theoretical critical loads, determined from approximate formulae and numerical finite element eigenvalue analysis, with the test results are presented. They reveal that linear buckling analysis does not provide an accurate estimate, for use in design, of the maximum tip load that a GRP cantilever may support. It is concluded that both initial deflections and pre-buckling deformations may need to be accounted for in order to model accurately the response of tip loaded pultruded GRP cantilevers.

AB - A series of lateral buckling tests on pultruded GRP I-section cantilever beams is described. Comparisons of the theoretical critical loads, determined from approximate formulae and numerical finite element eigenvalue analysis, with the test results are presented. They reveal that linear buckling analysis does not provide an accurate estimate, for use in design, of the maximum tip load that a GRP cantilever may support. It is concluded that both initial deflections and pre-buckling deformations may need to be accounted for in order to model accurately the response of tip loaded pultruded GRP cantilevers.

U2 - 10.1016/0263-8223(95)00018-6

DO - 10.1016/0263-8223(95)00018-6

M3 - Journal article

VL - 32

SP - 203

EP - 215

JO - Composite Structures

JF - Composite Structures

IS - 1-4

ER -