首页|"绿巨人"铁路动车用S350EW超级耐候钢焊接接头的疲劳性能研究

"绿巨人"铁路动车用S350EW超级耐候钢焊接接头的疲劳性能研究

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为了快速、高效地评估"绿巨人"铁路客车用超级耐候钢和焊丝所得S350EW/BH500EW-Ⅱ焊接接头的疲劳寿命,该研究基于通用有限元软件平台和专用模块,采用数值模拟的方法研究了 S350EW/BH500EW-Ⅱ耐候钢T形接头的疲劳性能,并实际测定了T形接头的疲劳寿命.结果表明:(1)所开发的疲劳寿命计算方法具有较高的计算精度,其预测T形接头疲劳试样分别在160,200,270 MPa载荷条件下疲劳寿命与试验结果相比较,基本吻合;(2)270 MPa载荷下的补充验证试验结果落在2种方法的预测值之间,且均处于同一数量级上;(3)与不带残余应力的小试样试验结果相比,结构应力法所预测的寿命偏保守.这是由于小尺寸疲劳试样中的残余应力被释放,忽略了焊接残余应力的影响;此外,尺寸减小,接头中所包含缺陷的概率相对较小,疲劳寿命计算结果偏高.
Study on fatigue property of T joint using S350EW ultra weathering steel in Green-Giant railway bullet train
In order to quickly and efficiently evaluate the fatigue life of S350EW/BH500EW-Ⅱ welded joint made of super weathering steel and weld wire for"Green Giant"railway bullet train,the fatigue performance of Q350EW/BH500EW-Ⅱ weathering steel T joint was studied by numerical simulation method based on general finite element software platform and special module.The fatigue performance of T joint was measured in practice.The results showd that the developed fatigue life calculation method had high calculation accuracy.The predicted fatigue life of T joint specimens under the loading conditions of 160 MPa,200 MPa and 270 MPa was basically consistent with the experimental results.The results of the supplementary validation experiment under 270 MPa load fall between the predicted values of the two methods,which were the same order of magnitude.Compared with the experimental results of small samples without residual stress,the life predicted by the structural stress method was conservative.This was because the residual stress in the small size fatigue sample was released,and the influence of welding residual stress was ignored.In addition,as the size was reduced,the probability of defects contained in the joint was relatively small,and then the fatigue life calculation results were high.

"Green Giant"railway bullet trainsuper weathering steelT jointfatigue lifenumerical simulation

李宝旺、屈朝霞

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中车唐山机车车辆有限公司,河北 唐山 063000

宝山钢铁股份有限公司,上海 201900

"绿巨人"铁路动车 超级耐候钢 T形接头 疲劳寿命 数值模拟

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(6)