Parametric equations for stress concentration factors in completely overlapped tubular K(N)-joints

被引:58
作者
Gho, WM [1 ]
Gao, F [1 ]
机构
[1] Nanyang Technol Univ, Sch Civil & Environm Engn, Singapore 639798, Singapore
关键词
completely overlapped tubular joint; stress concentration factor; strain concentration factor;
D O I
10.1016/j.jcsr.2004.05.003
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper presents parametric equations to predict the stress concentration factors (SCF) of completely overlapped tubular K(N)-joints under lap brace axial compression. 192 finite element (FE) models of the joint have been created for the parametric study using a commercial FE package, MARC. In the analysis, both 8-node thick shell and 20-node solid elements are found suitable for modelling the joint. The comparison of strain concentration factors (SNCF) between the FE models and the tested specimen shows that the difference is less than 0.42. However, in view of the computational effort, the FE model with 8-node thick shell element is. sed for the parametric analysis. The study reveals that the effect of through brace to chord wall thickness ratio on SCIF of the joint is most crucial. The maximum SCF occurs on the through brace saddle near the lap brace. The gap size on the through brace surface between the outer surfaces of the chord and the lap brace significantly affects the SCF. Based on the FE data, a set of parametric equations is derived to predict the SCF of the joint. The reliability of the equations has been verified against the requirement of the Fatigue Guidance Review Panel. (C) 2064 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1761 / 1782
页数:22
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