E3S Web Conf.
Volume 233, 20212020 2nd International Academic Exchange Conference on Science and Technology Innovation (IAECST 2020)
|Number of page(s)||4|
|Section||HCCE2020-Hydraulic, Civil and Construction Engineering|
|Published online||27 January 2021|
Research on Mechanical Properties of Angle Beam-column Joint with Gusset plate
1 Hydraulic and Civil Engineering Department, Inner Mongolia Technical College of Mechanics and Electrics, Huhehot, Inner Mongolia, 010070, China
2 School of Civil Engineering, Shi Jiazhuang Tiedao University, Shi Jiazhuang, Hebei, 050043, China
3 Department of Civil Engineering, South China University of Technology, Guangzhou Guangdong, 510640, China
* Corresponding author’s e-mail: firstname.lastname@example.org
There is wide use of beam-column joint with gusset plate angle connection in engineering, however, the mechanical properties of these joints are still lack of complete theoretical and experimental research. This kind of joint is often simplified as an articulated connection or other types of connections in the design. In this paper, experimental study and finite element analysis are carried out to study the flexural behavior of the beam-column joint with gusset plate angle connection. The finite element analysis is used to analyze the differences between the beam-column joint with gusset plate and other joints. The moments-rotation curves and failure modes of the three kinds of beam-column joints were obtained by the static test which were carried out. A more reasonable design of beam-column joint with angle plate of gusset plate is put forward through the research of this paper: the deformation of the column flange is restricted after adding the stiffener, which can avoid the premature yield of the column flange and making the joint have good energy dissipation capacity.
© The Authors, published by EDP Sciences 2021
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