Local Buckling of Axially Compressed Welded H-Section Stub Columns Using Q420

Local Buckling of Axially Compressed Welded H-Section Stub Columns Using Q420–Q960 Steel

Published:2023-09 Issue:9 Volume:149 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Wang Jie¹,Di Jin²,Zhang Qian³,Qin Fengjiang⁴,Men Pengfei¹

Affiliation:

1. Postdoctoral Associate, Key Laboratory of New Technology for Construction of Cities in Mountain Area, School of Civil Engineering, Chongqing Univ., Chongqing 400045, China.

2. Associate Professor, Key Laboratory of New Technology for Construction of Cities in Mountain Area, School of Civil Engineering, Chongqing Univ., Chongqing 400045, China (corresponding author).

3. Postdoctoral Associate, Xi’an Long-Span Bridge Engineering Technology Co., Ltd., No. 021001, Block B, Xinke Bldg., No. 18 Keji Rd., High tech Zone, Xi’an 710065, China.

4. Associate Professor, Key Laboratory of New Technology for Construction of Cities in Mountain Area, School of Civil Engineering, Chongqing Univ., Chongqing 400045, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-12107

Reference17 articles.

1. Overall buckling behaviour and design of high-strength steel welded section columns

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

3. Experimental and unified model investigations on residual stress within high strength steel welded I-sections;Ban H. Y.;Eng. Mech.,2014

4. Experimental study on local buckling of 800 MPa HSS welded I-section columns under axial compression

5. Experimentally research on local buckling of axially compressed member;He B. K.;J. XI’AN Uni. Archit. Tech. (Nat. Sci. Ed.),1985

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