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Width-thickness ratio and length-depth ratios are derived analytically, and solution is applicable to both structural carbon and high-strength steels; dependence of inelastic local buckling on strain-hardening stiffness is emphasized, and it is shown that variations of limiting ratios between various types of steel are not only function of yield stress variations; inelastic material properties of member are assessed by method based on metallurgical behavior of steel.
Width-thickness ratio and length-depth ratios are derived analytically, and solution is applicable to both structural carbon and high-strength steels; dependence of inelastic local buckling on strain-hardening stiffness is emphasized, and it is shown that variations of limiting ratios between various types of steel are not only function of yield stress variations; inelastic material properties of member are assessed by method based on metallurgical behavior of steel.
Flange local buckling in wide-flange shapes
ASCE -- Proc (J Structural Div)
Lay, M.G. (author)
1965
22 pages
Article (Journal)
English
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