摘要
为了研究复杂钢管空间节点的应力集中系数,采用有限元软件ANSYS建立了复杂钢管空间节点有限元模型。有限元模型考虑了焊缝的影响,将有限元计算结果与试验结果进行比较,二者吻合较好,从而验证了有限元模型的可靠性。对复杂钢管空间节点模型进行了参数分析,研究了各个参数对节点应力集中系数的影响。参数分析结果表明,主管径厚比γ对节点应力集中系数的影响较大;其他参数对节点应力集中系数的影响较小。对252个参数分析模型的结果进行回归分析,建立了节点各部分应力集中系数的拟合公式。拟合公式计算值与有限元计算值吻合较好,验证了拟合公式的正确性。
In order to study the stress concentration factor(SCF) of complex steel tubular space joints, a finite element model of complex steel tubular space joints is established by using the finite element software ANSYS.The finite element model accounts for the influence of welds, and the results of calculation are compared with the test data.The results of finite element calculation are in a good agreement with the test data, and this verifies the reliability of the model.Parameter analysis of complex steel tubular space joint model is also carried out, the influences of each parameter on the SCF of joints are studied.The results of parameter analysis show that the diameter-thickness ratio γ of the main tube has a great influence on the SCF of joints, while other parameters have little influence on the SCF of joints.The results of 252 parametric analysis models are analyzed by using regression analysis, and the fitting formulas of SCF for each part of the joint are established.The calculated value of the fitting formula agrees well with the calculated value of the finite element method, which verifies the fitting formula.
作者
梁佳俊
赵小林
刘红军
万宇峰
LIANG Jiajun;ZHAO Xiaolin;LIU Hongjun;WAN Yufeng(School of Civil Engineering,Chongqing University,Chongqing 400045,China;Key Laboratory of New Technology for Construction of Cities in Mountain Area,Ministry of Education,Chongqing University,Chongqing 400045,China;Chongqing Shuntai Tower Manufacturing Co.,Ltd.,Chongqing 400026,China)
出处
《建筑钢结构进展》
CSCD
北大核心
2021年第5期63-72,共10页
Progress in Steel Building Structures
基金
国家电网科技项目(52930017003W)。
关键词
应力集中系数
钢管空间节点
管板节点
参数分析
回归分析
stress concentration factor
steel tubular space joint
tube-gusset joint
parameter analysis
regression analysis