Elastoplastic Cross-Sectional Behavior of Composite Beams with High-Strength Steel: Analytical Modeling-Reference-Cited by-同舟云学术

Elastoplastic Cross-Sectional Behavior of Composite Beams with High-Strength Steel: Analytical Modeling

Published:2015-10 Issue:10 Volume:141 Page:04014236
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Ban Huiyong¹,Bradford Mark A.²

Affiliation:

1. Research Associate, Centre for Infrastructure Engineering and Safety, School of Civil and Environmental Engineering, Univ. of New South Wales, UNSW Sydney, NSW 2052, Australia.

2. Scientia Professor and Australian Laureate Fellow, Centre for Infrastructure Engineering and Safety, School of Civil and Environmental Engineering, Univ. of New South Wales, UNSW Sydney, NSW 2052, Australia (corresponding author).

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.0001208

Reference61 articles.

1. Ban H. Y. and Bradford M. A. (2013a). “Ductility of composite beams constructed with high-strength steel sections.” Proc. 7th Int. Symp. on Steel Structures (ISSS-2013) Korean Society of Steel Construction Seoul Korea 90–91.

2. Flexural behaviour of composite beams with high strength steel

3. Experimental investigation of the overall buckling behaviour of 960MPa high strength steel columns

4. Overall buckling behavior of 460MPa high strength steel columns: Experimental investigation and design method

5. Residual Stress Tests of High-Strength Steel Equal Angles

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