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Fatigue strength evaluation of a bogie frame for urban maglev train with fatigue test on full-scale test rig

机译:在全尺寸试验台上进行疲劳试验的城市磁悬浮列车转向架构架的疲劳强度评估

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摘要

This study evaluated experimentally static strength for bogie frame of an urban maglev train including performing fatigue analysis, cumulative damage and fatigue test based on a developed fatigue load and as a final outcome, aimed to propose a fatigue strength eval uation method for the bogie frame of urban maglev. The results of FEM analysis adopting load combinations showed that all data was under a fatigue limit of the butt welded joint made of A6005 in Goodman diagram. The cumulative fatigue damage was calculated at the highest level from a bolt connecting area of electromagnetic pole in casting block but the total sum was evaluated as D = 0.808 based on 1 × 107 cycles, which indicates it did not exceed the failure criteria. In addition, as the results of fatigue test, there was no crack on the any position of the bogie frame with the outcomes that corresponded to the results of fatigue test.
机译:这项研究评估了城市磁悬浮列车转向架框架的静态静强度,包括基于疲劳负荷的发展进行疲劳分析,累积损伤和疲劳测试,并最终得出结果,目的是提出一种针对城市磁悬浮列车转向架框架的疲劳强度评估方法。城市磁悬浮列车。采用载荷组合的有限元分析结果表明,所有数据均在古德曼图中由A6005制成的对接焊缝的疲劳极限内。累积疲劳损伤是从铸块中电磁极的螺栓连接区域算出的最高水平,但基于1×107个循环,总和为D = 0.808,这表明未超过破坏标准。此外,作为疲劳测试的结果,转向架框架的任何位置都没有裂纹,其结果与疲劳测试的结果相对应。

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