Behaviour of bird-beak square hollow section X-joints under in-plane bending

Author:

Chen Yu,Feng Ran,Wang Jiang

Funder

National Natural Science Foundation of China

Research Grant for Young and Middle-aged Academic Staff of Huaqiao University

fabrication of test specimens

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference17 articles.

1. Static behavior of full-width T-type RHS joints subjected to bending;Wu;Low Temp Archit Technol,2003

2. The in-plane behaviour and FE modeling of a T-joint connection of thin-walled square tubes;Moazed;Thin-Walled Struct,2009

3. Fang MY. Theoretical and Experimental Research on Uniplanar X- and Multiplanar XX-joints Made of Square Hollow Sections [PhD Thesis]. Xi׳an, China: Xi׳an University of Architecture and Technology, , 2004 [in Chinese]

4. The static strength of multiplanar tubular TX-joints under axial loading excluding the effects of overall chord bending moments;Van der Vegte;J Constr Steel Res,1998

5. Tetsuro O, Kazuto I. A study on ultimate strength of a new truss joints system using rectangular hollow sections. Proceedings of the 3rd East Asia-Pacific Conference on Structural Engineering & Construction, Shanghai, China, 1991. 121–126.

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