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A computational and experimental analysis of the buckling, postbuckling and initial failure of pultruded GRP columns.

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

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A computational and experimental analysis of the buckling, postbuckling and initial failure of pultruded GRP columns. / Turvey, Geoffrey; Zhang, Y.
In: Computers and Structures, Vol. 84, No. 22-23, 09.2006, p. 1527-1537.

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

Harvard

Turvey, G & Zhang, Y 2006, 'A computational and experimental analysis of the buckling, postbuckling and initial failure of pultruded GRP columns.', Computers and Structures, vol. 84, no. 22-23, pp. 1527-1537. https://doi.org/10.1016/j.compstruc.2006.01.028

APA

Turvey, G., & Zhang, Y. (2006). A computational and experimental analysis of the buckling, postbuckling and initial failure of pultruded GRP columns. Computers and Structures, 84(22-23), 1527-1537. https://doi.org/10.1016/j.compstruc.2006.01.028

Vancouver

Turvey G, Zhang Y. A computational and experimental analysis of the buckling, postbuckling and initial failure of pultruded GRP columns. Computers and Structures. 2006 Sept;84(22-23):1527-1537. doi: 10.1016/j.compstruc.2006.01.028

Author

Turvey, Geoffrey ; Zhang, Y. / A computational and experimental analysis of the buckling, postbuckling and initial failure of pultruded GRP columns. In: Computers and Structures. 2006 ; Vol. 84, No. 22-23. pp. 1527-1537.

Bibtex

@article{9be61de9be52403b89aec3f0ad37714b,
title = "A computational and experimental analysis of the buckling, postbuckling and initial failure of pultruded GRP columns.",
abstract = "A two-dimensional finite element (FE) model was developed and nonlinear FE analyses were carried out, using the ANSYS software, to predict the buckling, postbuckling and initial failure loads of pultruded glass reinforced plastic (GRP) wide flange (WF) columns. Phenomenological failure criteria were proposed to predict failure initiation at the web-flange junctions of pultruded GRP WF columns, whereas the Tsai–Wu failure criterion was used for the web and flanges. Initial failure analysis was carried out with reasonable success as a post-processing operation on the nonlinear analysis results. The numerical predictions of the buckling, postbuckling and initial failure loads of pultruded GRP WF columns were in reasonably good agreement with the experimental results",
keywords = "Pultruded GRP, Short column, Compression test, Finite element analysis, Postbuckling, Failure",
author = "Geoffrey Turvey and Y. Zhang",
year = "2006",
month = sep,
doi = "10.1016/j.compstruc.2006.01.028",
language = "English",
volume = "84",
pages = "1527--1537",
journal = "Computers and Structures",
publisher = "Elsevier Limited",
number = "22-23",

}

RIS

TY - JOUR

T1 - A computational and experimental analysis of the buckling, postbuckling and initial failure of pultruded GRP columns.

AU - Turvey, Geoffrey

AU - Zhang, Y.

PY - 2006/9

Y1 - 2006/9

N2 - A two-dimensional finite element (FE) model was developed and nonlinear FE analyses were carried out, using the ANSYS software, to predict the buckling, postbuckling and initial failure loads of pultruded glass reinforced plastic (GRP) wide flange (WF) columns. Phenomenological failure criteria were proposed to predict failure initiation at the web-flange junctions of pultruded GRP WF columns, whereas the Tsai–Wu failure criterion was used for the web and flanges. Initial failure analysis was carried out with reasonable success as a post-processing operation on the nonlinear analysis results. The numerical predictions of the buckling, postbuckling and initial failure loads of pultruded GRP WF columns were in reasonably good agreement with the experimental results

AB - A two-dimensional finite element (FE) model was developed and nonlinear FE analyses were carried out, using the ANSYS software, to predict the buckling, postbuckling and initial failure loads of pultruded glass reinforced plastic (GRP) wide flange (WF) columns. Phenomenological failure criteria were proposed to predict failure initiation at the web-flange junctions of pultruded GRP WF columns, whereas the Tsai–Wu failure criterion was used for the web and flanges. Initial failure analysis was carried out with reasonable success as a post-processing operation on the nonlinear analysis results. The numerical predictions of the buckling, postbuckling and initial failure loads of pultruded GRP WF columns were in reasonably good agreement with the experimental results

KW - Pultruded GRP

KW - Short column

KW - Compression test

KW - Finite element analysis

KW - Postbuckling

KW - Failure

U2 - 10.1016/j.compstruc.2006.01.028

DO - 10.1016/j.compstruc.2006.01.028

M3 - Journal article

VL - 84

SP - 1527

EP - 1537

JO - Computers and Structures

JF - Computers and Structures

IS - 22-23

ER -