Influence of Boundary Conditions on the Critical and Failure Load in the GFPR Channel Cross-Section Columns Subjected to Compression

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Abstract:

Thin-walled structures are widely used in building structures such as thin-walled vessels or storage tower, beam-columns of houses and halls, as components for cars, boats or airplanes and in sport industry. These types of structures are made not only as steel, but nowadays of composite materials.This paper deals with buckling and postbuckling behaviour and presents the experimental results for thin-walled composite columns with channel cross-section subjected to compression.

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Periodical:

Solid State Phenomena (Volume 240)

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212-217

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August 2015

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© 2016 Trans Tech Publications Ltd. All Rights Reserved

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[1] Pastor MM, Roure F. Open cross-section beams under pure bending. I. Experimental investigations. Thin-Walled Structures, 46, 2008, 476–83.

DOI: 10.1016/j.tws.2007.10.013

Google Scholar

[2] P.B. Dinis, D. Camotim, Post-buckling behaviour and strength of cold-formedsteel lipped channel columns experiencing distortional/global interaction. Comput Struct, 89, 2011, 422–34.

DOI: 10.1016/j.compstruc.2010.11.015

Google Scholar

[3] Magnucki K., Paczos P., Kasprzak J., Elastic buckling of cold-formed thin-walled channel beams with drop flanges, J. Struct. Eng. 136, (2010).

DOI: 10.1061/(asce)st.1943-541x.0000184

Google Scholar

[4] Paczos P, Magnucki K. Experimental investigations of cold-formed thin-walled C-beams with drop flanges. In: Chan SL, editor. Proc sixth intl conference on advances in steel structures. Hong Kong, China: The Hong Kong Institute of Steel Construction, 2009, 395–400.

DOI: 10.1016/j.jcsr.2009.03.010

Google Scholar

[5] Dębski H., Kubiak T., Teter A., Experimental investigation of channel-section composite profiles behavior with various sequences of plies subjected to static compression, Thin-Walled Structures, 71, 2013, 147-154.

DOI: 10.1016/j.tws.2013.07.008

Google Scholar

[6] Perret A., Mistou S., Fazzini M., Brault R., Global behaviour of a composite stiffened panel in buckling. Part 2: Experimental investigation. Composite Structures Vol 94 (2), 2012, 376-385.

DOI: 10.1016/j.compstruct.2011.07.029

Google Scholar

[7] Parlapalli M.R., Soh K.C., Shu D.W., Ma G., Experimental investigation of delamination buckling of stitched composite laminatem, Composites Part A Vol. 38 (9), 2007, 2024-(2033).

DOI: 10.1016/j.compositesa.2007.05.001

Google Scholar

[8] Cui, Z.; Bhattacharyya, D.; Moltschaniwskyj, G. Experimental and numerical study of buckling response of composite shells compressed transversely between rigid platens, Composites Part B Vol. 36 (5), 2005, 478-486.

DOI: 10.1016/j.compositesb.2004.06.002

Google Scholar