Re-evaluation of the shear criterion for RHS overlap joints

Author:

Wardenier Jaap12,Packer Jeffrey3,Puthli Ram4,Bijlaard Frans1

Affiliation:

1. Faculty of Civil Engineering & Geosciences; Delft University of Technology; P.O. Box 5048 2600GA Delft The Netherlands

2. Department of Civil & Environmental Engineering; National University of Singapore; #E1A-07-03, 1 Engineering Drive 2 117576 Kent Ridge Singapore

3. Department of Civil Engineering; University of Toronto; 35 St. George Street Ontario M5S 1A4 Toronto Canada

4. Karlsruhe Institute of Technology (KIT); Steel & Lightweight Structures; Research Centre for Steel, Timber & Masonry; Otto-Ammann-Platz 1 76131 Karlsruhe Germany

Publisher

Wiley

Subject

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

Reference19 articles.

1. EN 1993-1-8, Eurocode 3: Design of steel structures - Part 1-8: Design of joints European Committee for Standardization Brussels 2005

2. ISO 14346: Static design procedure for welded hollow-section joints - Recommendations International Organization for Standardization 2013

3. Liu , D. K. Wardenier , J. Multi-planar overlap KK-joint of square hollow sections Faculty of Civil Engineering & Geosciences, Delft University of Technology 2001

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1. Experimental Investigation of Cold-Formed High Strength Steel K Joints;Journal of Structural Engineering;2023-09

2. Bolted CHS Flange-Plate Connections under Bending;Journal of Structural Engineering;2023-06

3. Hidden Toe Welds in RHS-to-RHS Overlapped K-Connections;Journal of Structural Engineering;2023-03

4. Weld design for hollow structural section connections: application to Canadian Standards;Canadian Journal of Civil Engineering;2020-10

5. Design of concrete-filled high strength steel tubular joints subjected to compression;Journal of Constructional Steel Research;2018-11

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