Initial Postcritical Behavior of Thin‐Walled Angle Section Columns
Author:
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%281990%29116%3A11%282573%29
Reference8 articles.
1. On the flexure of thin cylindrical shells and other "thin" sections
2. Buckling of Angles: State of the Art
3. Madugula M. K. S. and Kennedy J. B. (1985). Single and compound angle members . Elsevier Appl. Sci. London England.
4. Instability of an angle section beam under an applied bending moment
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1. Compression strength of pultruded equal leg angle sections;Structural Engineering and Mechanics;2000-06-25
2. Sensitivity of post-critical states to changes in design parameters;International Journal of Solids and Structures;1996-06
3. Postbuckling of One-Dimensional Elements with Thin-Walled Angle Section Using Simplified Models*;Mechanics of Structures and Machines;1996-01
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