Kashyap, S.K. (2016) Study of Failure Criteria of Steel Columns under Compression - A Critical Review. International Journal of Research in Mechanical Engineering, 4 (4). pp. 23-34. ISSN 2347-8772

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Abstract

In this paper effort has been made to see the compressive behaviour of a column or pipe under axial compressive load. It has been seen that how slenderness effects the buckling behaviour and there is a certain fix length beyond which it starts bending or buckling. Different papers have been reviewed that deals with different cases of buckling of pipes and different factors on which the bucking behaviour depends. Apart from this it has been studied the different end conditions and shapes of cross section which affects the bending behaviour. Additionally, more emphasis were given on the different types of pipe failures, imperfections including cracks etc. and analysed the affects the buckling load thereof. Sectional geometry and wall thickness have also been taken into consideration in the critical review study.

Item Type:	Article
Subjects:	Material Testing
Divisions:	UNSPECIFIED
Depositing User:	Mr. B. R. Panduranga
Date Deposited:	16 Aug 2017 06:16
Last Modified:	16 Aug 2017 06:16
URI:	http://cimfr.csircentral.net/id/eprint/1798

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