Local buckling of 800 MPa high strength steel welded T-section columns under axial compression

Author:

Cao Xianlei,Gu Lixiang,Kong Zhengyi,Zhao Geng,Wang Min,Kim Seung-Eock,Jia Dongyun,Ma Cuiling

Funder

National Natural Science Foundation of China

Natural Science Foundation of Anhui Province

Jiangsu Key Laboratory of Structure Engineering

Anhui Provincial Science and Technology Project of Housing Urban and Rural Construction

Natural Science Foundation granted by Department of Education, Anhui Province

Key Project of Visiting Abroad for Outstanding Young and Middle-aged Talents funded by Anhui Province

Innovation Project for Returnees from Overseas funded by Department of Human resources and Social security

Graduate Innovation Project funded by Anhui University of Technology

Anhui University of Technology

Youth Foundation funded by Hefei University

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference33 articles.

1. International Association for Bridge and Structural Engineering. Use and Application of High-Performance Steels for Steel Structures [M]. Zurich: IABSE; 2005.

2. High strength steel use in Australia, Japan and the US;Pocock;Struct Eng,2006

3. Behaviour and design of fabricated high strength steel columns subjected to biaxial bending. Part 1: experiments;Mursi;Adv Steel Constr,2006

4. Behaviour and design of fabricated high strength steel columns subjected to biaxial bending. Part 2: analysis and design codes;Mursi;Adv Steel Constr,2006

5. Application of high strength and ultra-high strength steel tubes in long hybrid compressive members: experimental and numerical investigation;Javidan;Thin-Wall Struct,2016

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