Evaluation of the recent IIW (2012) and ISO (2013) strength equations for axially loaded CHS K gap joints

Author:

J. van der Vegte Gerhardus,Wardenier Jaap

Publisher

Wiley

Subject

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

Reference40 articles.

1. Wardenier , J. Kurobane , Y. Packer , J. A. Vegte , G. J. van der Zhao , X.-L. Design guide for circular hollow section (CHS) joints under predominantly static loading, 2nd ed., CIDECT, Geneva, Switzerland, 2008.

2. IIW: Static design procedure for welded hollow section joints - Recommendations, 3rd ed., IIW Doc. XV-1402-12, International Institute of Welding, Paris, France, 2012.

3. ISO: Static design procedure for welded hollow section joints - Recommendations. ISO 14346, 1st ed., Geneva, Switzerland, 2013.

4. Vegte , G. J. van der Makino , Y. Ultimate strength formulation for axially loaded CHS uniplanar T-joints. International Journal of Offshore and Polar Engineering, ISOPE, vol. 16, No. 4, 2006, pp. 305-312.

5. Vegte , G. J. van der Wardenier , J. Makino , Y. New ultimate strength formulation for axially loaded CHS K-joints. Proc. of 5th International Conference on Advances in Steel Structures, Singapore, vol. II, 2007, pp. 218-227.

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