Modeling of Residual Stresses in Structural Stainless Steel Sections-Reference-Cited by-同舟云学术

Modeling of Residual Stresses in Structural Stainless Steel Sections

Published:2009-01 Issue:1 Volume:135 Page:42-53
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Gardner L.¹²,Cruise R. B.¹²

Affiliation:

1. Senior Lecturer in Structural Engineering, Dept. of Civil and Environmental Engineering, South Kensington Campus, Imperial College London, SW7 2AZ, U.K. (corresponding author).

2. Lecturer in Structural Engineering, Dept. of Architecture and Civil Engineering, Univ. of Bath, BA2 7AY, U.K.

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%282009%29135%3A1%2842%29

Reference35 articles.

1. Material Properties Models for Analysis of Cold-Formed Steel Members

2. Bredenkamp P. J. van den Berg G. J. and van der Merwe P. (1992). “Residual stresses and the strength of stainless steel I-section columns.” Proc. Structural Stability Research Council Annual Technical Session 69–86.

3. Welding parameters, thick plates and column strength;Brozzetti G. A.;Welding J. Research Suppl.,1971

4. Centre for Advanced Structural Engineering. (1990). “Compression tests of stainless steel tubular columns.” Investigation Rep. No. S770 Univ. of Sydney Sydney Australia.

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