Numerical investigation of channel columns with complex stiffeners - Part I: Test verification

Thin-Walled Structures

Volumn 42, Issue 6, 2004, Pages 883-893

  Yan, Jintang ^a   Young, Ben ^b  

^a Meinhardt (Singapore) Pte Ltd   (Singapore)

^b HONG KONG UNIVERSITY OF SCIENCE AND TECHNOLOGY   (Hong Kong)

Author keywords

Buckling; Channels; Columns; Finite element analysis

Indexed keywords

BUCKLING; ELASTIC MODULI; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; PLATES (STRUCTURAL COMPONENTS); STIFFNESS; TORSION TESTING;

CHANNELS; COLUMNS; NON-LINEAR FINITE ELEMENT MODELS; STIFFENERS;

STEEL STRUCTURES;

EID: 2342616803     PISSN: 02638231     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.tws.2003.12.002     Document Type: Article

References (7)

1. Yan J., Young B. Column tests of cold-formed steel channels with complex stiffeners. Journal of Structural Engineering, ASCE. 128:(6):2002;737-745.
2. Specification for the design of cold-formed steel structural members. 1996;AISI, Washington DC.
3. Cold-formed steel structures. AS/NZS 4600:1996. 1996;Standards Australia, Sydney Australia.
4. Yu W.W. Cold-formed steel design. 3rd ed :2000;John Wiley and Sons, Inc, New York.
5. Hibbitt, Karlsson, Sorensen. ABAQUS standard. User's manual, volumes 1 and 2, Version 6.2, USA, 2001.
6. Steel sheet and strip - hot-dipped zinc-coated or aluminium/zinc-coated, AS 1397. 1993;Standards Association of Australia, Sydney Australia.
7. Young B., Yan J. Channel columns undergoing local, distortional and overall buckling. Journal of Structural Engineering, ASCE. 128:(6):2002;728-736.