Mechanical behavior of high strength S690-QT steel welded sections with various heat input energy

Author:

Liu XiaoORCID,Chung Kwok-Fai,Ho Ho-Cheung,Xiao MengORCID,Hou Zhao-Xin,Nethercot David A.

Funder

Research Grants Council of the Government of Hong Kong SAR

Research Committee of the Hong Kong Polytechnic University

Chinese National Engineering Research Centre for Steel Construction

Hong Kong Polytechnic University

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference29 articles.

1. AWS D1.1:2004, Structural welding code - steel;ANSI,2004

2. Mechanical properties of ultra-high strength (Grade 1200) steel tubes under cooling phase of a fire: an experimental investigation;Azhari;Constr Build Mater,2015

3. Plastic strain characteristics of butt-welded ultra-high strength steel (UHSS);Amraei;Thin-Walled Struct,2016

4. Mechanical response of ultra-high strength (Grade 1200) steel under extreme cooling conditions;Azhari;Constr Build Mater,2018

5. A review of research on high-strength steel structures;Ban;Struct Build,2017

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