Experimental investigation of cold-formed stainless steel columns

Journal of Structural Engineering

Volumn 129, Issue 2, 2003, Pages 169-176

  Young, Ben ^a   Liu, Yahua ^b  

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

^b NANYANG TECHNOLOGICAL UNIVERSITY   (Singapore)

Author keywords

Buckling; Cold formed steel; Experimentation; Stainless steel; Steel columns

Indexed keywords

BUCKLING; COLD FORMING MACHINES; COLUMNS (STRUCTURAL); COMPACTION; EXPERIMENTS; FAILURE (MECHANICAL); TENSILE STRENGTH;

COLD-FORMED STEEL; FLEXURAL BUCKLING; HOLLOW SECTIONS; STEEL COLUMNS;

STAINLESS STEEL;

EID: 2542442338     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2003)129:2(169)     Document Type: Article

References (8)

1. ASCE. (1991). "Specification for the design of cold-formed stainless steel structural members." American Society of Civil Engineers, ANSI/ASCE-8-90, New York.
2. Australian/New Zealand Standard (Aust/NZS). (2001). "Cold-formed stainless steel structures." Australian/New Zealand Standard, AS/NZS 4673:2001, Standards Australia, Sydney, Australia.
3. Australian Standard (AS). (1991). "Methods for tensile testing of metals." AS 1391, Standards Association of Australia, Sydney, Australia.
4. European Committee for Standardization (Eurocode 3). (1996). "Design of steel structures, part 1.4: Supplementary rules for stainless steels." European Committee for Standardization, ENV 1993-1-4, CEN, Brussels.
5. Galambos, T. V., ed. (1998). Guide to stability design criteria for metal structures, 5th Ed., Wiley, New York.
6. Ramberg, W., and Osgood, W. R. (1943). "Description of stress strain curves by three parameters." Technical Note No. 902, National Advisory Committee for Aeronautics, Washington, D.C.
7. Young, B., and Hartono, W. (2002). "Compression tests of stainless steel tubular members." J. Struct. Eng., 128(6), 754-761
8. Young, B., and Rasmussen, K. J. R. (1998). "Tests of fixed-ended plain channel columns." J. Struct. Eng., 124(2), 131-139.