Flexural behaviour of concrete-filled CHS X-joints with curved chord under out-of-plane bending

Author:

Feng Ran,Chen Yu,Chen Tao

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference19 articles.

1. Behavior of thick-walled CHS X-joints under cyclic out-of-plane bending;Wang;J Constr Steel Res,2010

2. Fatigue life prediction of out-of-plane gusset welded joints using strain energy density factor approach;Choi;Theoret Appl FractMech,2005

3. Behaviour of bird-beak square hollow section X-joints under out-of-plane bending;Chen;J Constr Steel Res,2015

4. Kurobane Y. Static behavior and earthquake resistant design of welded tubular structures. Proceedings of the 10th East Asia-Pacific Conference on Structural Engineering and Construction, Bangkok, Thailand, 2006:1–6.

5. Kurobane Y, Ogawa K. New criteria for ductility design of joints based on complete CHS truss tests. Proceedings of the 5th International Symposium on Tubular Structures, Nottingham, UK, 1993:570.

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