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ZHOU Zhangyi, WANG Yuzhou, YANG Xin. Fatigue cumulative damage assessment of longitudinal fillet welded gusset in welded frame based on different stress approaches[J]. TRANSACTIONS OF THE CHINA WELDING INSTITUTION, 2018, 39(8): 18-22. DOI: 10.12073/j.hjxb.2018390193
Citation: ZHOU Zhangyi, WANG Yuzhou, YANG Xin. Fatigue cumulative damage assessment of longitudinal fillet welded gusset in welded frame based on different stress approaches[J]. TRANSACTIONS OF THE CHINA WELDING INSTITUTION, 2018, 39(8): 18-22. DOI: 10.12073/j.hjxb.2018390193

Fatigue cumulative damage assessment of longitudinal fillet welded gusset in welded frame based on different stress approaches

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  • Received Date: April 25, 2017
  • Based on the global FE model of structural stress calculating for welded frame and considering the geometry of fillet welds and 1mm fictitious notch radius, the local hot spot stress and effective notch stress FE model of longitudinal fillet welded gusset, connecting the axle lever plate and box side-beam lower flange, were refined. The 9 levels equivalent fatigue load spectra were determined according to dynamic fatigue testing loads. The cumulative damage calculations based on nominal stress, hot spot stress and effective notch stress were carried out respectively by using the relative fatigue design S-N curves recommended by ⅡW. The result shows that, the resultant cumulative damage based on effective notch stress is far greater than nominal stress and hot spot stress, and the assessment result may be too conservative. In order to take advantage of the effective notch stress approach better, the more real notch geometries and notch strength data should be used.
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    王东坡, 曹舒, 邓彩艳, 等. 基于缺口应力法的场桥导轨焊接结构疲劳性能评估[J]. 焊接学报, 2016, 37(4):5-8 Wang Dongpo, Cao Shu, Deng Caiyan, et al. Notch stess concepts for fatigue assessment of welded portal crane rail structure[J]. Transactions of the China Welding Institution, 2016, 37(4):5-8
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