Elastic critical local buckling stress in cold-formed lipped channel and hat sections under uniform compression

[1] North American Specification (NAS) for the Design of Cold-Formed Steel Structural Members - AISI S100-12-C, American Iron and Steel Institute (AISI),

Washington, D.C., 2020.

[2] B.W. Schafer, Review: The direct strength method of cold-formed steel member

design, J. Construct. Steel Res. 64 (7–8) (2008) 766–778.

[3] S. Ádány, B.W. Schafer, A full modal decomposition of thin-walled, singlebranched open cross-section members via the constrained finite strip method,

J. Construct. Steel Res. 64 (1) (2008) 12–29.

[4] Cold-Formed Steel Structures AS/NZS 4600:2018, Standards Australia, Sydney,

Australia, 2005.

(A.9)

(A.10)

10

K. Mitsui, K. Ikarashi, T. Kobashi et al.

Thin-Walled Structures 191 (2023) 111064

[16] V. Piluso, A. Pisapia, G. Rizzano, Local buckling of aluminium channels under

uniform compression: Theoretical analysis and experimental tests, Thin-walled

Struct. 179 (2022) 109511.

[17] H.T. Nguyen, S.E. Kim, Buckling of composite columns of lipped-channel and

hat sections with web stiffener, Thin-walled Struct. 47 (2009) 1149–1160.

[18] Y.B. Kwon, B.S. Kim, G.J. Hancock, Compression tests of high strength coldformed steel channels with buckling interaction, J. Constr. Steel Res. 65 (2)

(2009) 278–289.

[19] S. Jin, Z. Li, T. Gao, F. Huang, D. Gan, R. Cheng, Constrained shell finite

element method of modal buckling analysis for thin-walled members with curved

cross-sections, Eng. Struct. 240 (1) (2021) 112281.

[20] M.V.A. Kumar, V. Kalyanaraman, Design strength of locally buckling stub-lipped

channel columns, J. Struct. Eng. 138 (11) (2012) 1291–1299.

[21] S. Li, O. Zhao, Local buckling and capacity of press-braked ferritic stainless steel

channel sections under minor-axis combined loading, Thin-walled Struct. 178

(2022) 109507.

[22] Y.B. Kwon, G.J. Hancock, Tests of cold-formed channels with local and

distortional buckling, J. Struct. Eng. 118 (7) (1992) 1786–1803.

[23] H. Debski, A. Teter, T. Kubiak, S. Samborski, Local buckling, post-buckling

and collapse of thin-walled channel section composite columns subjected to

quasi-static compression, Thin-Walled Struct. 136 (2016) 593–601.

[24] L. Huang, W. Yang, T. Shi, J. Qu, Local and distortional interaction buckling

of cold-formed thin-walled high strength lipped channel columns, Int. J. Steel

Struct. 21 (2021) 244–259.

[25] S.P. Timosenko, J.M. Gere, Theory of Elastic Stability, 2nd ed., McGraw-Hill

Book Inc., New York, 1961.

[26] B.W. Schafer, CUFSM5.04-Finite Strip Buckling Analysis of Thin-Walled Members,

Baltimore, Department of Civil Engineering, Johns Hopkins University, U.S.A.,

2020, http://www.ce.jhu.edu/bschafer/cufsm/.

[27] MSC Software Corporation, Marc Version 2020 Volume A–D, MSC Software

Corporation, 2021.

[5] Guide for Designing Cold-Formed Steel Structures, 2nd ed., Gihodo Shuppan Co.,

Ltd., Tokyo, Japan, 2014.

[6] B.W. Schafer, T. Peköz, Laterally braced cold-formed steel flexural members with

edge stiffened flanges, ASCE J. Struct. Eng. 125 (2) (1999) 118–127.

[7] B.W. Schafer, Local, distortional, and Euler buckling of thin-walled columns,

ASCE J. Struct. Eng. 128 (3) (2002) 289–299.

[8] T. Kobashi, K. Ikarashi, N. Shimizu, Elastic local buckling strength and maximum

strength of cold formed steel members with different plate width on adjacent

plate elements, Jpn. Archit. Rev. 2 (4) (2019) 465–476.

[9] T. Kobashi, K. Ikarashi, N. Shimizu, Elastic local buckling strength and maximum

strength of rectangular section members which were loaded compression and

bending, J. Struct. Constr. Eng. (Trans. AIJ) 84 (755) (2019) 97–107, (In

Japanese).

[10] C. Yu, B.W. Schafer, Stress gradient effect on the buckling of thin plates, in:

17th International Specialty Conference on Cold-Formed Steel Structures, 2004,

pp. 47–69.

[11] Y. Kimura, S.M. Fujak, A. Suzuki, Elastic local buckling strength of I-beam

cantilevers subjected to bending moment and shear force based on flange–web

interaction, Thin-walled Struct. 162 (2021) 107633.

[12] K. Mitsui, K. Ikarashi, Buckling strength and behavior of elastic local buckling for

cold-formed channel member under compression, J. Struct. Constr. Eng. (Trans.

AIJ) 86 (790) (2021) 1685–1692, (In Japanese).

[13] G.C. de Salles, E. de M. Batista, D.C.T. Cardoso, A modal decomposition approach

for experimental buckling analysis of thin-walled lipped channel columns, Eng.

Struct. 256 (2022) 113979.

[14] Y. Lu, W. Li, T. Zhou, H. Wu, Novel local buckling formulae for cold-formed Csection columns considering end condition effect, Thin-walled Struct. 116 (2017)

265–276.

[15] T. Zhou, Y. Lu, W. Li, H. Wu, End condition effect on distortional buckling of

cold-formed steel columns with arbitrary length, Thin-walled Struct. 117 (2017)

282–293.

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