Elastic Buckling Behavior of Thin Plate with Circle Holes under Axial Compression

被引:0
作者
Yao, Xingyou [1 ]
Li, Xiao [1 ]
Guo, Yanli [2 ]
机构
[1] Nanchang Inst Technol, Sch Civil Engn & Architecture, Nanchang 330099, Jiangxi, Peoples R China
[2] Nanchang Univ, Sch Civil Engn & Architecture, Nanchang 330031, Jiangxi, Peoples R China
来源
5TH INTERNATIONAL CONFERENCE ON ENVIRONMENTAL SCIENCE AND CIVIL ENGINEERING (ESCE2019) | 2019年 / 283卷
关键词
Axial compression; Perforated circle plate; Elastic buckling; Buckling stability coefficient;
D O I
10.1088/1755-1315/283/1/012021
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The stability of members will be affected because the stress concentration resulted from the holes in thin plates. Elastic buckling performance of the perforated circle plate under axial compression is analyzed using a general finite element software ABAQUS in this paper. Results show that the buckling stability coefficient of plate is significantly low when the hole locates at the short side of the plates. The buckling stability coefficient of plate will decrease with the increase of the dimension of holes when the hole size is less than a certain value. The buckling mode of plates will change because of the dimension of holes. Finally recommended calculate formula of buckling stability factor k of perforated circle plate under axial compression is presented based on parameter analyse.
引用
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页数:9
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