BEHAVIOR OF COLD FORMED LIGHT  GAUGE STEEL SECTION OF MINIMUM  AND MAXIMUM LENGTH COLUMN  UNDER AXIAL COMPRESSION LOAD

Mahesh Dinkar Yelbhar; Pallavi Kiran Pasnur

BEHAVIOR OF COLD FORMED LIGHT GAUGE STEEL SECTION OF MINIMUM AND MAXIMUM LENGTH COLUMN UNDER AXIAL COMPRESSION LOAD

May 2021

Vol-7, Issue-3

Paper ID: 14277

ISSN: 2395-4396

Downloads: 0

Abstract & Details

Research Area

Civil Engineering

Keywords

Cold-formed steel buckling finite element analyses (ABAQUS).

Abstract

Cold-formed steel structures has increased rapidly in recent times due to significant improvements to manufacturing technologies and development of thin, high strength steels. The use of cold-formed thin walled steel structures has greater than before in recent years, and some built-up section members are aggravated and widely used for their excellent structural behaviors. The differences of global, local and distortional buckling behaviors among members with built-up and single sections are investigated. In this paper, describes the distortional buckling performance of a series of innovative cold-formed steel columns. More than 12 laboratory experiments were undertaken first on these innovative steel columns of 350 mm and 700 mm length under axial compression. The distortional buckling and non-linear ultimate strength behavior of the columns was investigated in detail using finite element analyses (ABAQUS).

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Author Information

#	Name	Institute / Affiliation
1	Mahesh Dinkar Yelbhar	JSPM's Imperial College of Engineering and Research Wagholi
2	Pallavi Kiran Pasnur	JSPM's Imperial College of Engineering and Research Wagholi

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APA Style

Yelbhar, Mahesh Dinkar & Pasnur, Pallavi Kiran (2021). BEHAVIOR OF COLD FORMED LIGHT GAUGE STEEL SECTION OF MINIMUM AND MAXIMUM LENGTH COLUMN UNDER AXIAL COMPRESSION LOAD. International Journal of Advance Research and Innovative Ideas In Education, 7(3), 764-776.

MLA Style

Yelbhar, Mahesh Dinkar, and Pallavi Kiran Pasnur. "BEHAVIOR OF COLD FORMED LIGHT GAUGE STEEL SECTION OF MINIMUM AND MAXIMUM LENGTH COLUMN UNDER AXIAL COMPRESSION LOAD." International Journal of Advance Research and Innovative Ideas In Education, vol. 7, no. 3, 2021, pp. 764-776.

IEEE Style

Mahesh Dinkar Yelbhar and Pallavi Kiran Pasnur, "BEHAVIOR OF COLD FORMED LIGHT GAUGE STEEL SECTION OF MINIMUM AND MAXIMUM LENGTH COLUMN UNDER AXIAL COMPRESSION LOAD," International Journal of Advance Research and Innovative Ideas In Education, vol. 7, no. 3, pp. 764-776, 2021.

Vancouver Style

Yelbhar Mahesh Dinkar, Pasnur Pallavi Kiran. BEHAVIOR OF COLD FORMED LIGHT GAUGE STEEL SECTION OF MINIMUM AND MAXIMUM LENGTH COLUMN UNDER AXIAL COMPRESSION LOAD. International Journal of Advance Research and Innovative Ideas In Education. 2021;7(3):764-776.

Harvard Style

Yelbhar, Mahesh Dinkar & Pasnur, Pallavi Kiran (2021) 'BEHAVIOR OF COLD FORMED LIGHT GAUGE STEEL SECTION OF MINIMUM AND MAXIMUM LENGTH COLUMN UNDER AXIAL COMPRESSION LOAD', International Journal of Advance Research and Innovative Ideas In Education, 7(3), pp. 764-776.

Chicago Style

Yelbhar, Mahesh Dinkar and Pallavi Kiran Pasnur. "BEHAVIOR OF COLD FORMED LIGHT GAUGE STEEL SECTION OF MINIMUM AND MAXIMUM LENGTH COLUMN UNDER AXIAL COMPRESSION LOAD." International Journal of Advance Research and Innovative Ideas In Education 7, no. 3 (2021): 764-776.

Turabian Style

Yelbhar, Mahesh Dinkar and Pallavi Kiran Pasnur. "BEHAVIOR OF COLD FORMED LIGHT GAUGE STEEL SECTION OF MINIMUM AND MAXIMUM LENGTH COLUMN UNDER AXIAL COMPRESSION LOAD." International Journal of Advance Research and Innovative Ideas In Education 7, no. 3 (2021): 764-776.