Study on Flexural Performance of Aluminum Alloy Gusset Joints Subjected to Bending Moment and Shear Force

Author:

Wang Hao12ORCID,Li Jialiang12,Li Pengcheng3,Zhong Li4,Zhang Xiaoyue3,Li Chao3

Affiliation:

1. School of Civil Engineering, Shandong Jianzhu University, Jinan 250101, China

2. Key Laboratory of Building Structural Retrofitting and Underground Space Engineering (Shandong Jianzhu University), Ministry of Education, Jinan 250101, China

3. School of Civil Engineering, Chongqing University, Chongqing 400045, China

4. Chongqing Hangshi Industrial Co., Ltd., Chongqing 402760, China

Abstract

Aluminum alloy gusset (AAG) joints are widely applied in space reticulated shell structures. To investigate the flexural performance of AAG joints under the combined action of shear force and in-plane and out-of-plane bending moments, this analysis was developed by means of finite element (FE) models implemented in the non-linear code ABAQUS, and the accuracy of the FE simulation results based on the existing AAG joint test results was verified. The FE simulation results effectively described the mechanical properties of the AAG joints, including the failure mode, deformation process and bending moment-rotation curves. Furthermore, a parametric study was conducted by varying the height of the member section, the number of bolts, the radius of the joint plate, the thickness of the joint plate, the bolt preload force, and the ratio of in-plane to out-of-plane bending moments. It was found that these parameters had different effects on the bending behavior of the AAG joints.

Funder

National Natural Science Foundation of China

Natural Science Foundation of Shandong Province

Science and Technology Program of Housing and Urban-Rural Development Department of Shandong Province

Publisher

MDPI AG

Subject

General Materials Science

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