Ultimate resistances of member-rotated cold-formed high strength steel tubular T-joints under compression loads

Author:

Pandey Madhup,Young Ben

Funder

University Grants Committee Research Grants Council

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference39 articles.

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

2. Tests of cold-formed high strength steel tubular T-joints;Pandey;Thin-Walled Struct,2019

3. Ono T, Iwata M and Ishida K. An experimental study on joints of new truss system using rectangular hollow sections. In: Proceedings of Tubular Structures IV, Delft, The Netherlands, 1991, 344-353.

4. Ishida K. Experimental research on fatigue behavior of diamond bird-beak joint. In: Symposium on structural engineering. Architectural Institute of Japan, Tokyo, 1992.

5. Ono T, Ishida K and Iwata M. Local failure of joints of new truss system using rectangular hollow sections subjected to in-plane bending moment. In: Proceedings of Tubular Structures V, Nottingham, UK, 503-10, 1993.

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