首页|基于数值模拟的车钩连接板FSW残余应力及变形分析

基于数值模拟的车钩连接板FSW残余应力及变形分析

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为探究地铁车钩连接板搅拌摩擦焊(FSW)后残余应力和焊接变形,文中基于固有应变法对6005A-T6铝合金车钩连接板进行数值模拟,进行车钩连接板结构FSW试验,采用钻孔法和测量样板法分别对其进行残余应力和变形测试,将所得结果与模拟结果进行对比.结果表明:模拟结果与试验结果分布趋势一致,相比实测值,有限元分析残余应力结果最大误差在10%以内,变形最大误差在0.5 mm以内.焊接顺序对车钩连接板结构焊后残余应力、变形均有较大影响,2种常用焊序中A焊序(FSW点固-单外延伸板侧FSW-双外延伸板侧FSW)更优.
Analysis of FSW residual stress and deformation of coupler connecting plate based on numerical simulation
In order to explore the residual stress and welding deformation of subway coupler connecting plate after FSW,this paper carried out numerical simulation of 6005A-T6 aluminum alloy coupler connecting plate based on inherent strain method.The FSW test of coupler connecting plate structure was carried out,and the residual stress and deformation were measured by drilling method and measuring sample method respectively.The results were compared with the simulated results.The results showed that the distribution trend of the simulation results was consistent with that of the test results.Compared with the measured values,the maximum error of the finite element analysis results of residual stress was less than 10%,and the maximum deformation error was less than 0.5 mm.Analysis of welding sequence had a great influence on the residual stress and deformation of coupler connecting plate structure after welding.Of the two common welding sequences,A welding sequence(FSW fixation-single external extension plate side FSW-double external extension plate side FSW)was better.

coupler connecting plate6005A-T6friction stir weldinginherent strainresidual stress

杨佳润、马佳良、杨鑫华

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大连交通大学 材料科学与工程学院,辽宁 大连 116028

辽宁省轨道交通装备焊接与可靠性重点实验室,辽宁 大连 116028

中车株洲电力机车研究所有限公司 风电事业部,湖南 株洲 412000

车钩连接板 6005A-T6 搅拌摩擦焊 固有应变 残余应力

2024

焊接技术
天津市焊接研究所 中国工程建设焊接协会

焊接技术

CSTPCD
影响因子:0.286
ISSN:1002-025X
年,卷(期):2024.53(1)
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