On the use of the EC3 and AISI specifications to estimate the ultimate load of CFRP-strengthened cold-formed steel lipped channel columns

Proceedings of the 1st Asia-Pacific Conference on FRP in Structures, APFIS 2007

Volumn 2, Issue , 2007, Pages 1005-1010

  Silvestre, N ^a   Camotim, D ^a   Young, B ^b  

^a UNIVERSITY OF LISBON   (Portugal)

^b UNIVERSITY OF HONG KONG   (Hong Kong)

Author keywords

CFRP strengthening; Cold formed steel columns; Design approach; Local and distortional failures; Ultimate strength

Indexed keywords

COLUMNS (STRUCTURAL); SPECIFICATIONS;

COLD-FORMED STEEL; COLD-FORMED STEEL COLUMNS; COLD-FORMED STEEL MEMBERS; DIRECT STRENGTH METHODS; EXPERIMENTAL VALUES; LIPPED CHANNEL COLUMNS; NUMERICAL INVESTIGATIONS; STRUCTURAL BEHAVIOUR;

STUDS (STRUCTURAL MEMBERS);

EID: 84880282125     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (11)

1. AISI (American Iron and Steel Institute) (2001). North American Specification for the Design of Cold-Formed Steel StructuralMembers, Washington DC.
2. AISI (American Iron and Steel Institute) (2004). Appendix I of the North American Specification (NAS) for the Design of Cold-Formed Steel Structural Members: Design of Cold-Formed Steel Structural Members with the Direct Strength Method, Washington DC.
3. AS (Australian Standards) (1993). Steel Sheet and Strip - Hot-Dipped Zinc-Coated or Aluminium/Zinc-Coated. AS 1397, Standards Association of Australia, Sydney, Australia.
4. CEN (Comité Européen de Normalisation) (2005). Eurocode 3: Design of Steel Structures, Part 1.3: General Rules - Supplementary Rules for Cold Formed Members and Sheeting, prEN 1993-1-3.
5. Dinis P.B., Camotim D. and Silvestre N. (2007). “FEM-based analysis of the local-plate/distortional mode interaction in cold-formed steel lipped channel columns”, Computers & Structures. (in press)
6. HKS (Hibbit, Karlsson and Sorensen Inc.) (2002). ABAQUS Standard (version 6.3-1).
7. Schafer, B.W. (2005). Direct Strength Method Design Guide, American Iron & Steel Institute, Washington DC.
8. Schafer, B.W. (2006). “Review: the Direct Strength Method of cold-formed steel member design”, Proceedings of International Colloquium on Stability and Ductility of Steel Structures (SDSS'06 − Lisbon, 6-9/9), D. Camotim, N. Silvestre, P.B. Dinis (eds.), IST-Press, 49-66.
9. rd International Conference on Steel and Composite Structures (ICSCS 2007 − Manchester, 30/7 - 1/8).
10. th International Conference on Steel and Aluminium Structures (ICSAS 07 − Oxford, 24-27/7).
11. Young, B., Silvestre, N. and Camotim, D. (2006). “Experimental and numerical analysis of the structural response of FRP-strengthened cold-formed steel columns”, Composites in Civil Engineering (CICE 2006 − Miami, 13-15/12), A. Mirmiran, A. Nanni (eds.), International Institute for FRP in Construction, 725-728.