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Home»Articles»Investigation on Behaviour of Cold-Formed Ferritic Stainless Steel Hollow Beams

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The Asian Review of Civil Engineering (TARCE)

Editor Prof. Francesco Colangelo
Print ISSN : 2249 - 6203
Frequency : Half-Yearly

Investigation on Behaviour of Cold-Formed Ferritic Stainless Steel Hollow Beams

Author : M. Nilakanmani and M. Anbarasu
Volume 7 No.2 July-December 2018 pp 34-38

Abstract

This work deals with the investigation on the behavior of cold-formed ferritic stainless steel hollow beams. The numerical model was developed by using Finite Element (FE) software ABAQUS [1]. The developed FE model includes material non-linearity, geometric non-linearity and geometric imperfections. The numerical model is validated by comparison of experimental results reported by Afshan and Gardner (2013) [2]. The sections for parametric study were selected based on the EN-1993-1-4 specifications [8]. The key parameters varied in the study were material properties, section geometry and thickness of the section. The parametric study has been carried out by using the verified FE model and the results were compared with the flexural resistance predicted by the Direct Strength Method (DSM) [3]. Based on the comparison of results the effect of geometric parameters on the cold-formed ferritic stainless steel hollow beams are discussed and based on the comparison of results the possible conclusions are drawn.

Keywords

Abaqus, Beams, Direct Strength Method, Ferritic Stainless Steel, Hollow Section

Full Text:

References

[1] ABAQUS, Dassault Systems Simulia Corp, ABAQUS Standard User’s Manual Version 6.13, USA, 2013.
[2] S. Afshan and L. Gardner, “Experimental Study of Cold-Formed Ferritic Stainless Steel Hollow Sections”, 10.1061/ (ASCE) ST.1943-541X.0000580, 2013.
[3] AISI-S100:2012, North American Specification for the Design of Cold-Formed Steel Structural Members specification, Washington, DC, USA.
[4] I. Arrayago and E. Real, “Experimental study on ferritic stainless steel simply supported and continuous beams”, Journal of Constructional Steel Research, Vol. 119, pp. 50-62, 2016.
[5] M. Bock, I. Arrayago and E. Real, “Experiments on cold-formed ferritic stainless steel slender sections”, Journal of Constructional Steel Research, Vol. 109, 13-23, 2015.
[6] M. Bock, L. Gardner and E. Real, “Material and local buckling response of ferritic stainless steel sections”, Thin-Walled Structures, Vol. 89, 131-141, 2014.
[7] EN 1993-1-3, Eurocode 3: Design of steel structures – Part 1-3: General rules – Supplementary rules for cold-formed members and sheeting, 2006.
[8] EN 1993-1-4, Eurocode 3: Design of steel structures – Part 1-4: General rules – Supplementary rules for stainless steels, 2006.
[9] L. Gardner and M. Theofanous, “Discrete and continuous treatment of local buckling in stainless steel elements”, Journal of Constructional Steel Research, Vol. 64, No. 11, pp. 1207-1216, 2008.
[10] Y. Huang and B. Young, “Experimental and numerical investigation of cold-formed lean duplex stainless steel flexural members”, Thin-Walled Structures, Vol. 73, pp. 216-228, 2013.
[11] S. Niu, K. J. R. Rasmussen and F. Fan, “Distortional-global interaction buckling of stainless steel C-beams: Part I: Experimental investigation”, Journal of Constructional Steel Research, Vol. 96, pp. 127-139, 2014.
[12] S. Niu, K. J. R. Rasmussen and F. Fan, “Distortional-global interaction buckling of stainless steel C-beams: Part II: Numerical study and design”, Journal of Constructional Steel Research, Vol. 96, pp. 40-53, 2014.
[13] J. K. Sonu and D. K. Singh, “Shear characteristics of Lean Duplex Stainless Steel (LDSS) rectangular hollow beams structures”, Vol. 10, pp. 13-29, 2017.
[14] Z. Tao and K. J. R. Rasmussen, “Stress-Strain Model for Ferritic Stainless Steels”, J. Mater. Civ. Eng., Vol. 28, No. 2, 06015009, pp. 1-5, 2016.
[15] M. Theofanous and L. Gardner, “Experimental and numerical studies of lean duplex stainless steel beams”, Journal of Constructional Steel Research, Vol. 66, pp. 816-825, 2010.

The Asian Review of Civil Engineering (TARCE) is a half-yearly international peer-reviewed journal of Civil Engineering. One of the objectives of this journal is to disseminate knowledge on various research issues connected with the topics include, but are not limited to:

Coastal engineering
Construction engineering
Earthquake engineering
Environmental engineering
Geotechnical engineering
Water resources engineering
Materials engineering
Structural engineering
Surveying
Transportation engineering
Municipal or urban engineering

This work deals with the investigation on the behavior of cold-formed ferritic stainless steel hollow beams. The numerical model was developed by using Finite Element (FE) software ABAQUS [1]. The developed FE model includes material non-linearity, geometric non-linearity and geometric imperfections. The numerical model is validated by comparison of experimental results reported by Afshan and Gardner (2013) [2]. The sections for parametric study were selected based on the EN-1993-1-4 specifications [8]. The key parameters varied in the study were material properties, section geometry and thickness of the section. The parametric study has been carried out by using the verified FE model and the results were compared with the flexural resistance predicted by the Direct Strength Method (DSM) [3]. Based on the comparison of results the effect of geometric parameters on the cold-formed ferritic stainless steel hollow beams are discussed and based on the comparison of results the possible conclusions are drawn.

Editor-in-Chief
Prof. Francesco Colangelo
Department of Engineering, Universita degli Studi di Napoli Parthenope, Italy
[email protected]
Editorial Advisory Board
Dr. Suhana Binti Koting
Department of Civil Engineering, University of Malaya, Malaysia
[email protected]
Dr. Abdul Rahman Mohd. Sam
Department of Structure and Materials, Universiti Teknologi Malaysia
[email protected]
Prof. Sr Mokhtar Azizi Bin Mohd Din
Department of Civil Engineering, University of Malaya, Malaysia
[email protected]
Prof. N. Anuja
Department of Civil Engineering, Mepco Schlenk Engineering College, Sivakasi, India
[email protected]
Dr. Ramadhansyah Putra Jaya
Department of Geotechnics and Transportation, Universiti Teknologi Malaysia
[email protected]
Dr. Johan Bin Sohaili
Department of Civil Engineering , Universiti Teknologi Malaysia
[email protected]
Dr. Norhisham Bin Bakhary
Department of Structure and Materials, Universiti Teknologi Malaysia
[email protected]
Dr. Sitti Asmah Hassan
Department of Geotechnics and Transportation, Universiti Teknologi Malaysia
[email protected]
Dr. Libriati Binti Zardasti
Department of Structures and Materials, Universiti Teknologi Malaysia
[email protected]
Dr. Nor Zurairahetty Mohd Yunus
Department of Geotechnics and Transportation, Universiti Teknologi Malaysia
[email protected]
Dr. Zaiton Haron
Department of Structure and Materials, Universiti Teknologi Malaysia
[email protected]
Dr. Rini Asnida Abdullah
Department of Geotechnics and Transportation, Universiti Teknologi Malaysia
[email protected]
Dr. Mohd Razman bin Salim
Department of Environmental Engineering, Universiti Teknologi Malaysia
[email protected]
Dr. Norhidayah Abdul Hassan
Department of Geotechnics and Transportation, Universiti Teknologi Malaysia
[email protected]
Dr. Yuen Choon Wah
Department of Civil Engineering, University of Malaya, Malaysia
[email protected]

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    Editorial Note

    Editorial Prof. Francesco Colangelo

    Editor-in-Chief
    Prof. Francesco Colangelo
    Department of Engineering, Universita degli Studi di Napoli Parthenope, Italy
    [email protected]
    Editorial Advisory Board
    Dr. Suhana Binti Koting
    Department of Civil Engineering, University of Malaya, Malaysia
    [email protected]
    Dr. Abdul Rahman Mohd. Sam
    Department of Structure and Materials, Universiti Teknologi Malaysia
    [email protected]
    Prof. Sr Mokhtar Azizi Bin Mohd Din
    Department of Civil Engineering, University of Malaya, Malaysia
    [email protected]
    Prof. N. Anuja
    Department of Civil Engineering, Mepco Schlenk Engineering College, Sivakasi, India
    [email protected]
    Dr. Ramadhansyah Putra Jaya
    Department of Geotechnics and Transportation, Universiti Teknologi Malaysia
    [email protected]
    Dr. Johan Bin Sohaili
    Department of Civil Engineering , Universiti Teknologi Malaysia
    [email protected]
    Dr. Norhisham Bin Bakhary
    Department of Structure and Materials, Universiti Teknologi Malaysia
    [email protected]
    Dr. Sitti Asmah Hassan
    Department of Geotechnics and Transportation, Universiti Teknologi Malaysia
    [email protected]
    Dr. Libriati Binti Zardasti
    Department of Structures and Materials, Universiti Teknologi Malaysia
    [email protected]
    Dr. Nor Zurairahetty Mohd Yunus
    Department of Geotechnics and Transportation, Universiti Teknologi Malaysia
    [email protected]
    Dr. Zaiton Haron
    Department of Structure and Materials, Universiti Teknologi Malaysia
    [email protected]
    Dr. Rini Asnida Abdullah
    Department of Geotechnics and Transportation, Universiti Teknologi Malaysia
    [email protected]
    Dr. Mohd Razman bin Salim
    Department of Environmental Engineering, Universiti Teknologi Malaysia
    [email protected]
    Dr. Norhidayah Abdul Hassan
    Department of Geotechnics and Transportation, Universiti Teknologi Malaysia
    [email protected]
    Dr. Yuen Choon Wah
    Department of Civil Engineering, University of Malaya, Malaysia
    [email protected]

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