Finite element parametric analysis on bearing capacity of cast steel spherical joint

被引:0
|
作者
Lin, Yan [1 ]
Jiang, Wei [2 ]
Sun, Chang-lin [3 ]
Zhou, Xue-jun [4 ]
机构
[1] Shandong Univ, Sch Civil Engn, Jinan 250061, Peoples R China
[2] Shandong Tianwei Engn Consulting Co Ltd, Jinan 250014, Peoples R China
[3] Shandong Jianzhu Univ, Sch Foreign Languages, Jinan 250101, Peoples R China
[4] Shandong Jianzhu Univ, Sch Civil Engn, Jinan 250101, Peoples R China
来源
ADVANCES IN STRUCTURAL ENGINEERING, PTS 1-3 | 2011年 / 94-96卷
关键词
cast steel spherical joint; finite element parametric analysis; failure mode; bearing capacity;
D O I
10.4028/www.scientific.net/AMM.94-96.365
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Nonlinear finite element analysis of the cast steel spherical joint is performed by using ANSYS program. The deformation process, the failure mode and the effects of parameters on bearing capacity for the joint are analyzed. The results show that the outer diameter of sphere D, wall thickness of sphere t, external diameter of cast steel tube d, radius of outer fillet r which is located in the connection of sphere to cast steel tube, material strength f have remarkable effects on the bearing capacity of the joint. The results also show that with the increasing of parameter t, d, r, and f, the bearing capacity increases, and with the increasing of parameter D, the bearing capacity decreases.
引用
收藏
页码:365 / +
页数:2
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