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Shear lag effect on ultimate tensile capacity of high strength steel angles

  • Published:2018-06 Issue: Volume:145 Page:300-314
  • ISSN:0143-974X
  • Container-title:Journal of Constructional Steel Research
  • language:en
  • Short-container-title:Journal of Constructional Steel Research

Author:

Ke Ke,Xiong Y.H.,Yam Michael C.H.,Lam Angus C.C.,Chung K.F.

Funder

Hong Kong Polytechnic University

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference34 articles.

1. Tensile tests of welded and riveted structural members;Davis;J. Am. Weld. Soc.,1934

2. An investigation of welded connections for angle tension members;Gibson;Weld. J.,1942

3. Riveted and bolted joints: truss type tensile connection;Chesson;J. Struct. Eng. ASCE,1963

4. Riveted and bolted joints: net section design;Munse;J. Struct. Eng. ASCE,1963

5. Specification for Structural Steel Buildings;ANSI/AISC 360–10,2010
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