Stress concentration factor for tubular CHS-to-RHS Y-joints under axial loads

被引：13
|
作者：
Yin, Yue [1 ,2 ]
Liu, Xiaofan [1 ]
Lei, Peng [1 ]
Zhou, Liang [1 ]
机构：
[1] Tianjin Univ, Dept Civil Engn, Tianjin 300072, Peoples R China
[2] Tianjin Univ, Key Lab Coast Civil Struct Safety, Educ Minist, Tianjin 300072, Peoples R China
来源：
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH | 2018年 / 148卷
关键词：
Tubular CHS-to-RHS Y-joints; Stress concentration factor; Hot spot stress; Empirical formulas; Detailed weld profile; FATIGUE-STRENGTH; PARAMETRIC EQUATIONS; DT-JOINTS; X-JOINTS; FORMULAS; CONNECTIONS; PREDICTION; BEHAVIOR; DESIGN; SCFS;
D O I：
10.1016/j.jcsr.2018.06.003
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Tubular CHS-to-RHS Y-joints under axial loads were studied numerically for the determination of stress concentration factors for hot spot stresses. Finite element models with detailed weld profile were setup for tubular CHS-to-RHS Y-joints with various configurations. Hot spot stress was determined based on results of finite element analysis by linear extrapolation method and 1 mm stress method. Stress concentration factors were then calculated and verified by the comparison with related test results. The effects of dimensionless geometry parameters and the brace inclination angle on stress concentration factors were discussed. Empirical formulas were setup for the calculation of stress concentration factors at feature locations of tubular CHS-to-RHS Y-joints, the crown toe, the saddles and the crown heel, by regression analysis. The accuracy and applicability of the proposed empirical formulas were verified. (C) 2018 Elsevier Ltd. All rights reserved.
引用
收藏
页码：768 / 778
页数：11
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