Numerical Simulation of High-Strength Steel Box-Shaped Columns Failing in Local and Overall Buckling Modes
Author:
Affiliation:
1. Postdoctoral Fellow, Dept. of Civil Engineering, Univ. of Sydney, N.S.W., 2006, Australia.
2. Bluescope Steel Professor of Steel Structures and Dean of Engineering, Univ. of Sydney, N.S.W. 2006, Australia (corresponding author).
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282006%29132%3A4%28541%29
Reference8 articles.
1. Hibbitt Karlsson & Sorensen Inc. (HKS) (1997). ABAQUS/standard user’s manual Version 5.7.
2. Standards Australia (1993). “Steel sheet and strip-Hot-dipped zinc-coated or aluminium/zinc coated.” AS 1397 Sydney NSW Australia.
3. Standards Australia/Standards New Zealand (1996). “Cold-formed steel structures.” AS/NZS 4600 Sydney NSW Australia.
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