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Shear buckling of thin-walled channel sections

Pham, Cao H. / Hancock, Gregory J.

AbstractThe elastic buckling stresses of channel sections with and without lips and subject to shear forces parallel with the web are determined, where computational modelling of the thin-walled steel sections is implemented by means of a spline finite strip analysis. Both unlipped and lipped channels are studied, where the main variables are flange width, different boundary conditions and shear flow distribution. The channel sections are also analysed at different lengths, to investigate the effect of length/width ratio on the critical shear buckling stresses. Comparisons between cases and with classical solutions are included in this paper.

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Shear buckling of thin-walled channel sections

Pham, Cao H. / Hancock, Gregory J.

AbstractThe elastic buckling stresses of channel sections with and without lips and subject to shear forces parallel with the web are determined, where computational modelling of the thin-walled steel sections is implemented by means of a spline finite strip analysis. Both unlipped and lipped channels are studied, where the main variables are flange width, different boundary conditions and shear flow distribution. The channel sections are also analysed at different lengths, to investigate the effect of length/width ratio on the critical shear buckling stresses. Comparisons between cases and with classical solutions are included in this paper.

Shear buckling of thin-walled channel sections

Pham, Cao H. / Hancock, Gregory J.

AbstractThe elastic buckling stresses of channel sections with and without lips and subject to shear forces parallel with the web are determined, where computational modelling of the thin-walled steel sections is implemented by means of a spline finite strip analysis. Both unlipped and lipped channels are studied, where the main variables are flange width, different boundary conditions and shear flow distribution. The channel sections are also analysed at different lengths, to investigate the effect of length/width ratio on the critical shear buckling stresses. Comparisons between cases and with classical solutions are included in this paper.

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Title:

Shear buckling of thin-walled channel sections

Contributors:

Pham, Cao H. (author) / Hancock, Gregory J. (author)

Published in:

Journal of Constructional Steel Research ; 65 ; 578-585

Publication date:

2008-05-31

Size:

8 pages

ISSN:

DOI:

https://doi.org/10.1016/j.jcsr.2008.05.015

Type of media:

Article (Journal)

Type of material:

Electronic Resource

Language:

English

Keywords:

Shear buckling , Thin-walled channel sections , Lipped and unlipped channel sections , Spline finite strip method , Shear buckling stress , Twisting and lateral buckling mode

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