Structural Stainless Steel Design: Resistance Based on Deformation Capacity-Reference-Cited by-同舟云学术

Structural Stainless Steel Design: Resistance Based on Deformation Capacity

Published:2008-03 Issue:3 Volume:134 Page:402-411
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Ashraf Mahmud¹²³,Gardner Leroy¹²³,Nethercot David A.¹²³

Affiliation:

1. Lecturer in Civil Engineering, School of Engineering, The University of Queensland, Brisbane QLD 4072, Australia (corresponding author).

2. Senior Lecturer in Structural Engineering, Dept. of Civil and Environmental Engineering, Imperial College London, London SW7 2AZ, U.K.

3. Professor and Head, Dept. of Civil and Environmental Engineering, Imperial College London, London SW7 2AZ, 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%282008%29134%3A3%28402%29

Reference31 articles.

1. Inversion of a full-range stress–strain relation for stainless steel alloys

2. ASCE. (2002). “Specifications for the design of cold-formed stainless steel structural members.” SEI/ASCE 8-02 Reston Va.

3. Ashraf M. (2006). “Structural stainless steel design: Resistance based on deformation capacity.” Ph.D. thesis. Dept. of Civil and Environmental Engineering Imperial College London London.

4. Ashraf M. Gardner L. and Nethercot D. A. (2005a). “Numerical modelling of stainless steel open sections.” Proc. Eurosteel 2005—4th European Conference on Steel and Composite Structures Maastricht The Netherlands 197–204.

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

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