Author:
Bharathi K. M.,Vignesh B.,Helena H. Jane
Publisher
Springer Nature Singapore
Reference11 articles.
1. Anbarasu M, Ashraf M (2017) Interaction of local-flexural buckling for cold-formed lean duplex stainless steel hollow columns. Thin-Walled Struct 112:20–30
2. Aslani F, Uy B, James Hur J, Carino P (2017) Behaviour and design of hollow and concrete-filled spiral welded steel tube columns subjected to axial compression. J Constr Steel Res 128:261–288
3. Aslani F, Uy B, Hicks SJ, Kang WH (2015) Spiral welded tubes—imperfections, residual stresses, and buckling characteristics. Int Conf Adv Steel Struct, Lisbon, Portugal, July 22–24, 2015
4. Chen TM, Young B (2019) Structural performance of cold-formed steel elliptical hollow section pin-ended Columns. Thin-Walled Struct 136:267–279
5. Van Es SHJ, Gresnigt AM, Vasilikis D, Karamanos SA (2016) Ultimate bending capacity of spiral-welded steel tubes—part I: experiments. Thin-Walled Struct 102:286–304