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Experimental Study of Eccentrically Loaded Single Angle Compression Member

Experimental Study of Eccentrically Loaded Single Angle Compression Member An experimental investigation of the buckling response of single angle compression member is presented here. Equal angle was used with a range of maximum principal slenderness ratios to determine elastic and inelastic failure characteristics, including flexural torsional effects. A nonlinear finite element model applicable to steel single angle compression members eccentrically loaded through one leg has been developed using an existing finite element package. A finite element study was conducted to investigate the strength and behavior of angle compression member. The finite element analysis was performed for angle as per experimental investigation. The results obtained by this study, emphasize the importance of the flexural–torsional buckling mode, especially in the inelastic range of behavior for angle. http://www.deepdyve.com/assets/images/DeepDyve-Logo-lg.png Journal of The Institution of Engineers (India): Series A Springer Journals

Experimental Study of Eccentrically Loaded Single Angle Compression Member

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Publisher
Springer Journals
Copyright
Copyright © 2018 by The Institution of Engineers (India)
Subject
Engineering; Civil Engineering
ISSN
2250-2149
eISSN
2250-2157
DOI
10.1007/s40030-018-0263-1
Publisher site
See Article on Publisher Site

Abstract

An experimental investigation of the buckling response of single angle compression member is presented here. Equal angle was used with a range of maximum principal slenderness ratios to determine elastic and inelastic failure characteristics, including flexural torsional effects. A nonlinear finite element model applicable to steel single angle compression members eccentrically loaded through one leg has been developed using an existing finite element package. A finite element study was conducted to investigate the strength and behavior of angle compression member. The finite element analysis was performed for angle as per experimental investigation. The results obtained by this study, emphasize the importance of the flexural–torsional buckling mode, especially in the inelastic range of behavior for angle.

Journal

Journal of The Institution of Engineers (India): Series ASpringer Journals

Published: Feb 9, 2018

References