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Year 2017, Volume: 2 Issue: 1, 95 - 101, 25.02.2017

Abstract

References

  • [1]. ABAQUS Standard User’s Manual. (2013). Hibbit. Karlsson and Sorensen. Inc.. Vols. 1. 2 and 3. Version 6.13.
  • [2]. Young, B., & Rasmussen, K. J. (1998). Tests of fixed-ended plain channel columns. Journal of Structural Engineering, 124(2), 131-139.
  • [3]. Australian Standard. (1993). Steel Sheet and Strip—Hot-dipped Zinc-coated or Aluminium/Zinc-coated. AS 1397. Standards Association of Australia. Sydney. Australia.
  • [4]. Australian Standard. (1991). Methods for Tensile Testing of Metals. AS 1391. Standards Association of Australia. Sydney. Australia.
  • [5]. Young, B., & Rasmussen, K. J. R. (1995a). Compression Tests of Fixed-Ended and Pin Ended Cold-Formed Lipped Channels. Research Report-University of Sydney School of Civil and Mining Engineering R.
  • [6]. Young, B., & Rasmussen, K. J. R. (1995b). Compression tests of fixed-ended and pin-ended cold-formed plain channels. Research Report-University of Sydney School of Civil and Mining Engineering R.
  • [7]. Young, B., & Rasmussen, K. J. (1999). Behaviour of cold-formed singly symmetric columns. Thin-walled structures, 33(2), 83-102.
  • [8]. Nandula. R. (1998). Finite Element Analysis of Eccentrically Loaded Angles. M.S. Thesis. University of Windsor. Windsor. Ontario. Canada.
  • [9]. Young, B., & Yan, J. (2002). Finite element analysis and design of fixed-ended plain channel columns. Finite elements in analysis and design, 38(6), 549-566.
  • [10]. CEN (2006). Eurocode 3: Design of steel structures. Part 1-3: General Rules. Supplementary rules for cold-formed thin gauge members and sheeting, EN 1993-1-3:2006. European Committee for Standardization, Brussels, Belgium

Nonlinear Buckling Analysis of Cold-Formed Channel Sections

Year 2017, Volume: 2 Issue: 1, 95 - 101, 25.02.2017

Abstract

The main objective of this paper is to
provide an efficient and accurate finite element model to understand the
behavior of cold-formed steel channel columns. The effects of initial local and
overall geometric imperfections have been taken into consideration in the
analysis. Failure loads and buckling modes as well as load-shortening curves of
plain channel columns were investigated in this study. The nonlinear finite
element model was verified against experimental results. The finite element
analysis was performed on plain channels compressed between pinned ends over
different column lengths, and column curves were obtained. An extensive
parametric study was carried out using the finite element model to study the
load eccentricity on the strength and behavior of channel columns. The column
strengths predicted from the finite element model were compared with the design
strengths calculated using the European Code, EN 1993-1-3 Eurocode 3: Design of
steel structures - Part 1-3: General rules - Supplementary rules for cold-formed
members and sheeting, for cold-formed steel structures.

References

  • [1]. ABAQUS Standard User’s Manual. (2013). Hibbit. Karlsson and Sorensen. Inc.. Vols. 1. 2 and 3. Version 6.13.
  • [2]. Young, B., & Rasmussen, K. J. (1998). Tests of fixed-ended plain channel columns. Journal of Structural Engineering, 124(2), 131-139.
  • [3]. Australian Standard. (1993). Steel Sheet and Strip—Hot-dipped Zinc-coated or Aluminium/Zinc-coated. AS 1397. Standards Association of Australia. Sydney. Australia.
  • [4]. Australian Standard. (1991). Methods for Tensile Testing of Metals. AS 1391. Standards Association of Australia. Sydney. Australia.
  • [5]. Young, B., & Rasmussen, K. J. R. (1995a). Compression Tests of Fixed-Ended and Pin Ended Cold-Formed Lipped Channels. Research Report-University of Sydney School of Civil and Mining Engineering R.
  • [6]. Young, B., & Rasmussen, K. J. R. (1995b). Compression tests of fixed-ended and pin-ended cold-formed plain channels. Research Report-University of Sydney School of Civil and Mining Engineering R.
  • [7]. Young, B., & Rasmussen, K. J. (1999). Behaviour of cold-formed singly symmetric columns. Thin-walled structures, 33(2), 83-102.
  • [8]. Nandula. R. (1998). Finite Element Analysis of Eccentrically Loaded Angles. M.S. Thesis. University of Windsor. Windsor. Ontario. Canada.
  • [9]. Young, B., & Yan, J. (2002). Finite element analysis and design of fixed-ended plain channel columns. Finite elements in analysis and design, 38(6), 549-566.
  • [10]. CEN (2006). Eurocode 3: Design of steel structures. Part 1-3: General Rules. Supplementary rules for cold-formed thin gauge members and sheeting, EN 1993-1-3:2006. European Committee for Standardization, Brussels, Belgium
There are 10 citations in total.

Details

Subjects Engineering
Journal Section Makaleler
Authors

Mustafa Durmaz

Publication Date February 25, 2017
Published in Issue Year 2017 Volume: 2 Issue: 1

Cite

APA Durmaz, M. (2017). Nonlinear Buckling Analysis of Cold-Formed Channel Sections. European Journal of Engineering and Natural Sciences, 2(1), 95-101.
AMA Durmaz M. Nonlinear Buckling Analysis of Cold-Formed Channel Sections. European Journal of Engineering and Natural Sciences. February 2017;2(1):95-101.
Chicago Durmaz, Mustafa. “Nonlinear Buckling Analysis of Cold-Formed Channel Sections”. European Journal of Engineering and Natural Sciences 2, no. 1 (February 2017): 95-101.
EndNote Durmaz M (February 1, 2017) Nonlinear Buckling Analysis of Cold-Formed Channel Sections. European Journal of Engineering and Natural Sciences 2 1 95–101.
IEEE M. Durmaz, “Nonlinear Buckling Analysis of Cold-Formed Channel Sections”, European Journal of Engineering and Natural Sciences, vol. 2, no. 1, pp. 95–101, 2017.
ISNAD Durmaz, Mustafa. “Nonlinear Buckling Analysis of Cold-Formed Channel Sections”. European Journal of Engineering and Natural Sciences 2/1 (February 2017), 95-101.
JAMA Durmaz M. Nonlinear Buckling Analysis of Cold-Formed Channel Sections. European Journal of Engineering and Natural Sciences. 2017;2:95–101.
MLA Durmaz, Mustafa. “Nonlinear Buckling Analysis of Cold-Formed Channel Sections”. European Journal of Engineering and Natural Sciences, vol. 2, no. 1, 2017, pp. 95-101.
Vancouver Durmaz M. Nonlinear Buckling Analysis of Cold-Formed Channel Sections. European Journal of Engineering and Natural Sciences. 2017;2(1):95-101.