变疲劳荷载作用下城市轻轨转向架框架结构设计寿命验证

D. Karmiadji, Budi Haryanto, Anwar Anwar, Budi Prasetyo, Yudi Irawadi, A. Farid, I. W. Karmiadji, Hijaz Ahmad
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摘要

转向架框架是列车运行过程中支撑列车载荷的主要结构。这些结构都要经过疲劳测试,以确保其设计寿命达到要求的标准。大雅加达地区使用的城市轻轨(LRT)转向架框架是由一家商业铁路车辆制造商新设计和制造的。通过疲劳试验验证了新设计的转向架框架结构在各种疲劳载荷条件下的设计寿命。测试和评估遵循EN 13749标准和VDV建议进行。城市轻轨转向架框架结构的疲劳试验在BPPT结构强度技术中心(B2TKS)试验大厅进行,采用7种载荷组合进行。转向架车架承受弯道行驶和通过点(开关)两种不同类型的疲劳载荷,分别承受200万次、400万次和600万次疲劳载荷。在转向架框架结构上测量的参数是使用动态数据记录仪进行试验时的应变值。分析的应力值为平均应力和应力幅值,并绘制出最大和最小应力曲线。对转向架结构焊接接头的所有部位采用无损检测方法进行检测。此检查在试验前后进行,以确保是否有疲劳载荷引起的裂纹。在变疲劳载荷条件下对转向架结构进行的疲劳试验结果表明,试验过程中产生的150万次循环时的最大应力值为91.71 MPa,不超过材料的疲劳极限,试验进行了600万次循环后,结构没有出现裂纹。
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Verification of urban light rail transit (LRT) bogie frame structure design lifetime under variable fatigue loads
The bogie frame is the main structure of the train that supports the train's loads during its operation. These structures are subject to fatigue testing to ensure their design life is up to the required standards. The urban light rail transit (LRT) bogie frame used in the Greater Jakarta area is newly designed and manufactured by a commercial railway rolling stock manufacturer. The design lifetime of this newly designed bogie frame structure under various fatigue load conditions is verified experimentally by fatigue testing. Testing and evaluations were conducted following the EN 13749 standard and VDV recommendation. The fatigue test of the urban LRT bogie frame structure was carried out in the test hall of the BPPT Structural Strength Technology Center (B2TKS) using a combination of seven loadings. The bogie frame was subjected to two variable types of fatigue loads, namely driving in curves and passing points (switches), with 2,000,000 cycles, 4,000,000 cycles, and 6,000,000 cycles of fatigue loadings. The parameter measured on the bogie frame structure is the strain value during the test using a dynamic data logger. The stress values analyzed are the average stress and the stress amplitude and then plotted on the maximum and minimum stress curve. The bogie structure is inspected by the non-destructive test method in all areas of its welded joints. This inspection is carried out before and after the test to ensure whether there are cracks caused by fatigue loads. The results of the fatigue test on the bogie structure under the variable fatigue load conditions show that the maximum stress value of 91.71 MPa at 1,500,000 cycles, that occurs during the test, does not exceed the fatigue limit of the material, and there are no cracks in the structure after the test is carried out for up to 6,000,000 cycles.
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