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

被引:1
|
作者
Wang, Hao [1 ,2 ]
Li, Jialiang [1 ,2 ]
Li, Pengcheng [3 ]
Zhong, Li [4 ]
Zhang, Xiaoyue [3 ]
Li, Chao [3 ]
机构
[1] Shandong Jianzhu Univ, Sch Civil Engn, Jinan 250101, Peoples R China
[2] Shandong Jianzhu Univ, Key Lab Bldg Struct Retrofitting & Underground Spa, Minist Educ, Jinan 250101, Peoples R China
[3] Chongqing Univ, Sch Civil Engn, Chongqing 400045, Peoples R China
[4] Chongqing Hangshi Ind Co Ltd, Chongqing 402760, Peoples R China
基金
中国国家自然科学基金;
关键词
aluminum alloy gusset joints; flexural performance; finite element models; parametric analysis; bending stiffness; ultimate bending capacity; LAYER RETICULATED SHELLS; TUBULAR T/Y-JOINTS; BEHAVIOR; STRENGTH; STABILITY; COLUMNS; PLATE;
D O I
10.3390/ma16072920
中图分类号
O64 [物理化学(理论化学)、化学物理学];
学科分类号
070304 ; 081704 ;
摘要
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.
引用
收藏
页数:18
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