Numerical analysis of aluminium alloy gusset joints subjected to bending moment and axial force

被引:63
|
作者
Xiong, Zhe [1 ]
Guo, Xiaonong [2 ]
Luo, Yongfeng [2 ]
Xu, Han [3 ]
机构
[1] Guangdong Univ Technol, Sch Civil & Transportat Engn, Guangzhou 510006, Guangdong, Peoples R China
[2] Tongji Univ, Dept Bldg Engn, Shanghai 200092, Peoples R China
[3] Zhejiang Steel Struct CO Ltd, Zhongtian Construct Grp, Hangzhou 310008, Zhejiang, Peoples R China
关键词
Aluminium alloy gusset joints; Finite element models; Four-line model; Bending behaviour; SEMIRIGID COMPOSITE JOINTS; OVERLAPPED TUBULAR JOINTS; END-PLATE CONNECTIONS; BEAM-TO-BEAM; ALTERNATIVE DESIGN; ULTIMATE CAPACITY; FIRE CONDITIONS; PART II; STEEL; BEHAVIOR;
D O I
10.1016/j.engstruct.2017.09.005
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A test series was carried out and reported in a companion paper on the semi-rigid behaviour of aluminium alloy gusset (AAG) joints subjected to bending moment and axial force. This paper presented the results of an extensive numerical analysis program devoted to the investigation of the bending behaviour of MG joints. The analysis was developed by means of finite element (FE) models implemented in the non-linear code ABAQUS. The procedure was accurately calibrated on the basis of the available experimental results. It is indicated that the FE models could be used effectively to describe the mechanical performance of MG joints, including the failure modes, deformation process and bending moment rotation curves. Furthermore, the shear connector, the thick plate and the advanced contact of bolts and bolt holes could improve the bending behaviour of AAG joints. According to the deformation process of MG joints, a four-line model was proposed to simulate the bending moment-rotation relationship. To develop a further understanding, the effects of the member height, axial force, bolt pretension force, bolt gap and material nonlinearity on the bending behaviour of AAG joints were investigated. (C) 2017 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1 / 13
页数:13
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