Application of direct strength method to axially loaded perforated cold-formed steel studs: Distortional and local buckling

Thin-Walled Structures

Volumn 43, Issue 12, 2005, Pages 1882-1912

  Tovar, Jennifer ^a   Sputo, Thomas ^b  

^a Schwab Structural Engineering Inc   (United States)

^b UNIVERSITY OF FLORIDA   (United States)

Author keywords

Cold formed steel; Direct strength method; Distortional buckling; Effective widths; Elastic buckling; Local buckling; Perforated elements; Thin walled structures

Indexed keywords

BUCKLING; STRENGTH OF MATERIALS; STRESSES; STRUCTURAL ANALYSIS;

DISTORTION BUCKLING; ELASTIC BUCKLING; LOCAL BUCKLING;

STEEL;

EID: 27844459462     PISSN: 02638231     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.tws.2005.08.004     Document Type: Article

References (3)

1. American Iron and Steel Institute (AISI). North American specification for the design of cold-formed steel structural members 2001 edition with supplement 2004 (AISI/COFS/NASPEC 2004) and Commentary (AISI/COFS/NASPEC 2004), Washington DC; 2004.
2. B.W. Schafer Design manual for direct strength method of cold-formed steel design, January 2002 2002 American Iron and Steel Institute Washington DC
3. Sputo T, Tovar J. Application of direct strength method to axially loaded perforated cold-formed steel studs: part 1-longwave buckling. Thin Walled Structures. (Accepted for publication).