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基於FEA與應力在線監測的RTG鋼結構疲勞壽命預測

Fatigue life prediction of RTG steel structures based on FEA and stress online monitoring

  • 摘要: 疲勞是輪胎式集裝箱門式起重機(RTG)鋼結構發生破壞的主要因素之一。針對RTG的工作特點和動力學特性,提出一種適用於RTG鋼結構的疲勞壽命預測方法。采用有限元分析(FEA)獲取其自重應力,與應力在線監測獲取的外載荷應力進行線性疊加,獲得其工作過程中的完整的應力譜樣本;采用雨流計數法獲取S-N特征曲線,基於Miner法則進行時域疲勞壽命預測;采用Welch函數進行快速傅裏葉變換,將應力譜樣本轉換為頻域信號,基於Dirlik、ZB模型進行頻域疲勞壽命預測🛎。分析結果表明♋️,3種模型的相對誤差非常小,時域方法需要大量的應力譜樣本,頻域方法計算效率更高,3種模型均可應用於工程實際。

     

    Abstract: Fatigue is one of the primary factors responsible for the failure of the steel structure of the rubber tire container gantry crane (RTG). A fatigue life prediction method was proposed based on the working conditions and dynamic properties of RTG. Firstly, finite element analysis (FEA) was adopted to compute stress of gravity, and the entire stress spectrum sample was approached through linear superposition with external load stress obtained from stress online monitoring. Then, rainflow counting method was employed to obtain S-N curve, and time-domain fatigue life prediction was performed based on Miner rules fatigue. Next, the stress spectrum samples were converted into frequency domain signals through the Welch function for fast Fourier transform, and then the fatigue life prediction in frequency domain was conducted based on Dirlik and ZB models. The analysis revealed that the relative errors associated with the three models were minimal. The time-domain approach necessitated the utilization of an extensive array of stress spectrum samples, whereas the frequency-domain technique offered a more computationally efficient alternative. The three models holds significant promise for widespread application in engineering practice.

     

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