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Research on Welded Joints Stress Condition Assessment of Railway Freight Car Welded Frame with Considering Stress Concentration Effect

机译:考虑应力集中效应的铁路货车焊接架焊接关节应力条件评估研究

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In recent years, fatigue problems of bogie welded frame have occur at welded joints with stress concentration, which reflects the current design method of welded joints needs to be improved. The structural stress method can effectively identify the stress concentration of welded joints. In this paper, the structural stress method in ASME standard is programmed, and combined with BS EN15085-3:2007 standard, the assessment route of stress condition of welded joints of freight car welding frame is put forward. Based on the fatigue load of EN13749:2011, the Master S-N curve with 98% reliability -2o is selected to predict the fatigue life of the weld, and the stress factor is calculated according to the equivalent structural stress of the weld. The analysis shows that the stress factor of the weld of the frame cross beam and brake hanger, cross beam and traction rod base is larger, the maximum value is 0.81, the stress state grade is "medium", and the stress condition of the other welds is "low". The stress condition assessment method proposed in this paper can identify the stress concentration of welded joints. In order to improve the rationality of design, it is necessary to study the stress condition of welded joints in the design stage for other complex structures.
机译:近年来,焊接接头的疲劳问题发生在具有应力浓度的焊接接头处,这反映了需要改善焊接接头的电流设计方法。结构应力法可以有效地识别焊接接头的应力浓度。在本文中,编程了ASME标准的结构应力法,并与BS EN15085-3:2007标准组合,提出了货车焊接框架焊接接头的应力条件评估路径。基于EN13749:2011的疲劳负荷,选择具有98%可靠性-2O的主S-N曲线 - 预测焊缝的疲劳寿命,并且根据焊缝的等效结构应力计算应力因子。分析表明,框架横梁和制动吊架的焊缝的应力因子,横梁和牵引杆底座较大,最大值为0.81,应力状态等级为“介质”,以及另一个的应力条件焊缝是“低”。本文提出的应力条件评估方法可以识别焊接接头的应力浓度。为了提高设计的合理性,有必要研究用于其他复杂结构的设计阶段焊接接头的应力条件。

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