Experimental investigation of CHS T/Y‐joints fabricated from high‐strength steel

Author:

Kim Seon‐Hu1,Lee Cheol‐Ho1

Affiliation:

1. Seoul National University Department of Architecture and Architectural Engineering Room No. 420, Bldg. No. 39, Gwanak‐ro 1 Gwanak‐gu 08826 Seoul South Korea

Publisher

Wiley

Subject

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

Reference40 articles.

1. Feldmann M.;Schillo N.;Schaffrath S.;Virdi K.;Björk T.;Tuominen N.;Veljkovic M.;Pavlovic M.;Manoleas P.; Heinisuo M;Mela K.; Ongelin P; Valkonen I;Minkkinen J.; Erkkilä J;Pétursson E.;Clarin M.;Seyr A.;Horváth L.; Kövesdi B; Turán P;Somodi B.Rules on high strength steel (RUOSTE). RFCS research project final report) Research Fund for Coal and Steel Brussels: European Commission Br2016.

2. Noordhoek C;Verheul A.(1998)Static strength of high strength steel tubular joints. CIDECT final report No. 5BD – 9/98 Zürich:CIDECT.

3. Liu D. K.;Wardenier J.(2004)Effect of the yield strength on the static strength of uniplanar K‐jointsin RHS. IIW Doc. XV‐E‐04‐293 Genoa:International Institute of Welding.

4. Experimental and Numerical Study of Cold-Formed High-Strength Steel CHS X-Joints

5. Structural performance of CHS X-joints fabricated from high-strength steel

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