Compression behaviour of Q355 steel equal-leg angles with simulated local defects at the mid-height

Author:

Huang Xing,He Song-Yang,Liu Xiang-Yun,Han Da-Gang,Pu Fan,Yan Hui-Qiang,Kang Shao-Bo

Funder

Chongqing University

Publisher

Elsevier BV

Reference26 articles.

1. Elastic and inelastic stability capacity of single angle under axial compression;Chen;J. Build. Struct.,2012

2. Experiemental and analytical research on axial bearing capacity of single steel angles;Cao;J. Nanjing Tech. Univ. (Nat. Sci. Ed.),2017

3. Flexural buckling of steel angles: experimental investigation;Adluri;J. Struct. Eng. ASCE,1996

4. Eurocode 3: Design of steel structures—Part 1-1: General rules and rules for buildings;BSI,2005

5. Specification for Structural Steel Buildings, ANSI/AISC360–10;American Institute of Steel Construction,2010

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