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New Design Approach to High-Strength Steel Staggered-Hole Bolted Connections Failing in Block Shear

  • Published:2022-05 Issue:5 Volume:148 Page:
  • ISSN:0733-9445
  • Container-title:Journal of Structural Engineering
  • language:en
  • Short-container-title:J. Struct. Eng.

Author:

Pham Viet Binh1,Pham Cao Hung2ORCID,Hancock Gregory J.3

Affiliation:

1. Doctoral Candidate, School of Civil Engineering, Univ. of Sydney, Sydney, NSW 2006, Australia.

2. Associate Professor, School of Civil Engineering, Univ. of Sydney, Sydney, NSW 2006, Australia (corresponding author). ORCID: .

3. Emeritus Professor and Professorial Research Fellow, School of Civil Engineering, Univ. of Sydney, Sydney, NSW 2006, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference7 articles.

1. ABAQUS. 2018. Abaqus 6.14 analysis user’s guide. Vélizy-Villacoublay, France: Dassault Systèmes.

2. Behavior of bearing critical double-angle beam connections;Birkemoe P. C.;AISC Eng. J.,1978

3. New design criteria for gusset plates in tension;Hardash S. G.;AISC Eng. J.,1985

4. Block shear behaviour and design of cold-formed staggered hole bolted connections

5. Block Shear Capacity of Bolted Connections in Cold-Reduced Steel Sheets

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