Comparison of fatigue performances of gapped and partially overlapped CHS K-joints

被引:18
作者
Lee, C. K. [1 ]
Chiew, S. P. [1 ]
Lie, S. T. [1 ]
Sopha, T. [1 ]
机构
[1] Nanyang Technol Univ, Sch Civil & Environm Engn, Singapore 639798, Singapore
关键词
Fatigue life; Stress concentration factor; Hot spot stress; Gapped CHS K-joints; Partially overlapped CHS K-joints; STRESS-CONCENTRATION FACTORS; TUBULAR JOINTS; BEHAVIOR; STRAIN;
D O I
10.1016/j.engstruct.2010.09.016
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In this paper, a parametric numerical study is conducted to compare the fatigue performances of gapped and partially overlapped circular hollow section (CHS) K-joints under different loading conditions. In order to obtain a more complete understanding of the fatigue performances of these two joint types, the maximum stress concentrated factor (SCF), the hot spot stress (HSS) and the predicted fatigue life for a set of selected gapped and partially overlapped CHS K-joints which cover a wide range of geometrical parameters are determined and compared. For the gapped CHS K-joints, their SCF, HSS and fatigue life are obtained by using parametric equations from standard design guidelines. For partially overlapped joints, since no reliable parametric equation is available, their SCF. HSS and fatigue life are obtained from a validated finite element modelling procedure. The comparison results showed that the partially overlapped CHS K-joints are able to outperform their gapped counterparts under pure or dominating axial loadings while the reverse is true when the joints are subjected to pure or dominating in-plane bending loadings. (C) 2010 Elsevier Ltd. All rights reserved.
引用
收藏
页码:44 / 52
页数:9
相关论文
共 30 条
[1]  
[Anonymous], 2005, 199319 CENEN
[2]  
BOUWKAMP JG, 1964, J STRUCT DIV US
[3]   Fatigue study of partially overlapped circular hollow section K-joints Part 2: Experimental study and validation of numerical models [J].
Chiew, S. P. ;
Lee, C. K. ;
Lie, S. T. ;
Nguyen, T. B. N. .
ENGINEERING FRACTURE MECHANICS, 2009, 76 (15) :2408-2428
[4]  
Dharmavasan S., 1986, I MECH ENG, V2, P17
[5]  
Efthymiou M, 1985, P C BEH OFFSH STRUCT, P429
[6]  
FESSLER H, 1979, BOSS 79 US
[7]   Stress and strain concentration factors of completely overlapped tubular joints under lap brace IPB load [J].
Gao, F. ;
Shao, Y. B. ;
Gho, W. M. .
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2007, 63 (03) :305-316
[8]   Strain and stress concentration of completely overlapped tubular CHS joints under basic loadings [J].
Gho, W. M. ;
Gao, F. ;
Yang, Y. .
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2006, 62 (07) :656-674
[9]   Parametric equations for stress concentration factors in completely overlapped tubular K(N)-joints [J].
Gho, WM ;
Gao, F .
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2004, 60 (12) :1761-1782
[10]  
Gibstein MB, 1987, STEEL MARINE STRUCTU, P377