Effective Widths of Unstiffened Elements with Stress Gradient-Reference-Cited by-同舟云学术

Effective Widths of Unstiffened Elements with Stress Gradient

Published:2004-10 Issue:10 Volume:130 Page:1611-1619
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Bambach M. R.¹,Rasmussen K. J. R.²

Affiliation:

1. Research Fellow, Dept. of Civil Engineering, Sydney Univ., Sydney, NSW 2006, Australia.

2. Professor, Dept. of Civil Engineering, Sydney Univ., 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%282004%29130%3A10%281611%29

Reference20 articles.

1. American Iron and Steel Institute (AISI). ( 1996). Specification for the design of cold-formed steel structural members Washington D.C.

2. Australian/New Zealand Standard ( 1996). “Cold-formed steel structures.” AS/NZS 4600 Sydney Australia.

3. Bambach M.R. and Rasmussen K.J. R. ( 2001). “Residual stresses in unstiffened plate specimens.” Third Int. Conf. on Thin-Walled Structures Cracow Poland Elsevier New York 87–93.

4. Bambach M.R. and Rasmussen K.J. R. ( 2002). “Elastic and plastic effective width equations for unstiffened elements.” Research Rep. R819 Dept. of Civil Engineering Univ. of Sydney Sydney Australia available at 〈http://www.civil.usyd.edu.au/publications〉.

5. Design Provisions for Sections Containing Unstiffened Elements with Stress Gradient

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