Local–Global Interaction Buckling of Stainless Steel I-Beams. II: Numerical Study and Design-Reference-Cited by-同舟云学术

Local–Global Interaction Buckling of Stainless Steel I-Beams. II: Numerical Study and Design

Published:2015-08 Issue:8 Volume:141 Page:04014195
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Niu Shuang¹,Rasmussen Kim J. R.²,Fan Feng³

Affiliation:

1. Joint Ph.D. Candidate, School of Civil Engineering, Harbin Institute of Technology, Harbin, Heilongjiang 150090, China; and School of Civil Engineering, Univ. of Sydney, Sydney, NSW 2006, Australia (corresponding author).

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

3. Professor, School of Civil Engineering, Harbin Institute of Technology, Harbin, Heilongjiang 150090, China.

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%29ST.1943-541X.0001131

Reference33 articles.

1. ABAQUS v.6.11 [Computer software]. Paris Dassault Systemes.

2. American Iron and Steel Institute (AISI). (2012). “North American specification for the design of cold-formed steel structural members.” S100-12 Washington DC.

3. ASCE. (2002). “Specification for the design of cold-formed stainless steel structural members.” SEI/ASCE 8 Reston VA.

4. Compression strength of stainless steel cross-sections

5. The direct strength method for stainless steel compression members

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