Title of article
Shear effect on cruciform post-buckling
Author/Authors
Trahair، نويسنده , , N.S.، نويسنده ,
Issue Information
روزنامه با شماره پیاپی سال 2013
Pages
3
From page
24
To page
26
Abstract
The elastic post-torsional-buckling behaviour of a simply supported cruciform column has been analysed, and its strength has been approximated by assuming that it fails when it first yields due to the maximum normal stress induced by the axial compression.
r, torsional shear stresses are induced in the post-buckling regime. The purpose of this note is to investigate the effects of these shear stresses on the first yield strength.
Keywords
Buckling , Cruciforms , Columns , post-buckling , Shear stress , steel , Torsion , Yield , Normal stress
Journal title
Engineering Structures
Serial Year
2013
Journal title
Engineering Structures
Record number
1647765
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