Discussion On Fatigue Reliability Evaluation Method Of Welded Structure Of Carbody Based On Digital Twin

IF 1.8 Q2 ENGINEERING, MULTIDISCIPLINARY
Shangchao Zhao, C. Deng, Xiangwei Li, Ji Fang
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引用次数: 0

Abstract

Taking the key welds of the heavy-duty gondola carbody as the research object, firstly, the fatigue assessment of the carbody is carried out based on the quasi-static the main S-N curve method, and the quasi-static evaluation method is discussed; secondly, the typical welds are selected. based on the full-size bench physical test and virtual test of railway freight carbody, the quasi-static method is discussed; finally, the line test is used to verify the results. The results show that: 1) among all the load conditions in the quasi-static analysis of railway freight cars, the damage of the core plate needs to be considered according to different parts of the carbody, and this condition is effective for the evaluation of the bearing area of the linear load transfer of the carbody. for the welds with nonlinear load transfer such as floor, the stress response caused by core plate load has the problem of over-estimation of damage. 2) the lap weld of floor and beam is less damaged under heavy load, but the stress response is larger in empty state, which indicates that the vibration effect should be considered in the design. 3) the virtual test can make up for the problem of traditional quasi-static analysis. the combination of the two can better realize the fatigue reliability evaluation of carbody.
基于数字孪生的车体焊接结构疲劳可靠性评估方法探讨
以重型敞篷车车体关键焊缝为研究对象,首先基于拟静态主S-N曲线法对车体进行了疲劳评估,并对拟静态评估方法进行了探讨;其次,选择典型焊缝。在铁路货运车体全尺寸台架物理试验和虚拟试验的基础上,对拟静态方法进行了探讨;最后,采用直线测试对结果进行验证。结果表明:1)在铁路货车准静力分析的所有载荷工况中,需要根据车体的不同部位考虑核心板的损伤,该工况对于车体线性载荷传递承载面积的评估是有效的。对于楼板等具有非线性荷载传递的焊缝,芯板荷载引起的应力响应存在损伤估计过高的问题。2)楼板与梁搭接焊缝在重载作用下损伤较小,但在空状态下应力响应较大,设计时应考虑振动效应。3)虚拟试验可以弥补传统的准静态分析的不足。两者的结合可以更好地实现车体的疲劳可靠性评价。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
CiteScore
5.20
自引率
13.60%
发文量
34
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