Buckling load capacity of stainless steel columns subjected to concentric and eccentric loading

James Rhodes; Martin Macdonald; Maria Kotelko; W. McNiff

Buckling load capacity of stainless steel columns subjected to concentric and eccentric loading

James Rhodes, Martin Macdonald, Maria Kotelko, W. McNiff

Mechanical And Aerospace Engineering

Research output: Chapter in Book/Report/Conference proceeding › Chapter

Abstract

This paper describes the results obtained from a series of compression tests performed on cold formed stainless steel Type 304 columns of lipped channel cross-section. The cross section dimensions, the column length and the eccentricity of the applied compressive load are varied to examine the effects on the buckling load capacity of the columns. The results obtained from the tests and from a finite element analysis are compaired to those obtained from the relevant design specifications in America and in Europe. Conclusions are drawn on the basis of comparisons.

Original language	English
Title of host publication	Proceedings of the 3rd International Conference on Thin-Walled Structures: Advances and Developments
Place of Publication	London, UK
Pages	225-232
Number of pages	7
Publication status	Published - 2001

Keywords

stainless steel
cold formed
columns
lipped channels
eccentric loading

Cite this

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title = "Buckling load capacity of stainless steel columns subjected to concentric and eccentric loading",

abstract = "This paper describes the results obtained from a series of compression tests performed on cold formed stainless steel Type 304 columns of lipped channel cross-section. The cross section dimensions, the column length and the eccentricity of the applied compressive load are varied to examine the effects on the buckling load capacity of the columns. The results obtained from the tests and from a finite element analysis are compaired to those obtained from the relevant design specifications in America and in Europe. Conclusions are drawn on the basis of comparisons.",

keywords = "stainless steel, cold formed, columns, lipped channels, eccentric loading",

author = "James Rhodes and Martin Macdonald and Maria Kotelko and W. McNiff",

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T1 - Buckling load capacity of stainless steel columns subjected to concentric and eccentric loading

AU - Rhodes, James

AU - Macdonald, Martin

AU - Kotelko, Maria

AU - McNiff, W.

N1 - Proceedings of the 3rd International Conference on "Thin-Walled Structures", Cracow, Poland on 5-7 June, 2001.

PY - 2001

Y1 - 2001

N2 - This paper describes the results obtained from a series of compression tests performed on cold formed stainless steel Type 304 columns of lipped channel cross-section. The cross section dimensions, the column length and the eccentricity of the applied compressive load are varied to examine the effects on the buckling load capacity of the columns. The results obtained from the tests and from a finite element analysis are compaired to those obtained from the relevant design specifications in America and in Europe. Conclusions are drawn on the basis of comparisons.

AB - This paper describes the results obtained from a series of compression tests performed on cold formed stainless steel Type 304 columns of lipped channel cross-section. The cross section dimensions, the column length and the eccentricity of the applied compressive load are varied to examine the effects on the buckling load capacity of the columns. The results obtained from the tests and from a finite element analysis are compaired to those obtained from the relevant design specifications in America and in Europe. Conclusions are drawn on the basis of comparisons.

KW - stainless steel

KW - cold formed

KW - columns

KW - lipped channels

KW - eccentric loading

M3 - Chapter

SN - 0080439551

SP - 225

EP - 232

BT - Proceedings of the 3rd International Conference on Thin-Walled Structures: Advances and Developments

CY - London, UK

ER -

Buckling load capacity of stainless steel columns subjected to concentric and eccentric loading

Abstract

Keywords

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