Distortional Buckling of Cold-Formed Stainless Steel Sections: Finite-Element Modeling and Design-Reference-Cited by-同舟云学术

Distortional Buckling of Cold-Formed Stainless Steel Sections: Finite-Element Modeling and Design

Published:2006-04 Issue:4 Volume:132 Page:505-514
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Lecce Maura¹²,Rasmussen Kim¹²

Affiliation:

1. Doctoral Candidate, Dept. of Civil Engineering, Univ. of Sydney, Sydney, NSW 2006, Australia.

2. Professor, Dept. of Civil Engineering, Univ. of Sydney, Sydney, NSW 2006, Australia.

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%28505%29

Reference28 articles.

1. ABAQUS; user’s manual. (2001). ABAQUS Inc. Pawtucket R.I.

2. American Iron and Steel Institute (AISI). (2001). North American specification for the design of cold-formed steel structural members Washington D.C.

3. American Iron and Steel Institute (AISI). (2004). “Appendix 1 design of cold-formed steel structural members with the direct strength method.” Washington D.C.

4. American Society of Civil Engineers (ASCE). (2002). Specification for the design of cold-formed stainless steel structural members Reston Va.

5. Strength enhancement of the corner regions of stainless steel cross-sections

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