点蚀影响下的钢材疲劳性能研究

Study on fatigue performance of steel under the influence of pitting corrosion

  • 摘要: 为探究点蚀对钢材疲劳性能的影响,本文针对点蚀Q235B钢材开展了有限元数值模拟研究,建立了含半椭球形蚀坑的锈蚀钢材有限元模型,研究了蚀坑深度、宽度、应力幅值及蚀坑间距等参数对钢材疲劳性能的影响,确定了含腐蚀坑钢材的S-N曲线。研究表明:蚀坑深度与钢材疲劳寿命呈显著负线性相关,应力集中区域随蚀坑深度的增加向蚀坑中心迁移;随着蚀坑宽度的增加,钢材疲劳寿命呈对数上升趋势,应力集中区域由蚀坑中心转移至蚀坑边缘;随着应力幅值的增大,钢材疲劳寿命呈对数下降趋势,且高应力幅值下钢材寿命衰减速率加快;蚀坑间距对钢材疲劳寿命的影响不显著。研究成果可为锈蚀钢结构疲劳设计与服役寿命评估提供理论依据和数据支撑。

     

    Abstract: To explore the influence of pitting corrosion on the fatigue performance of steel, this paper conducted finite element numerical simulations of pitting corrosion on Q235B steel, and established a finite element model of corroded steel with semi-ellipsoidal pits. The model was used to examine the effects of pit depth, width, stress amplitude and pit spacing on the fatigue performance of steel, and to develop the S-N curve of steel with corrosion pits. The results show that the depth of the corrosion pit is significantly negatively correlated with the fatigue life of the steel. As pit depth increases, the stress concentration area migrates toward the center of the corrosion pit. With increasing pit width, the fatigue life of the steel exhibits a logarithmic increase, and the stress concentration area shifts from the center of the pit to its edge. As the stress amplitude increases, the fatigue life of steel decreases logarithmically, with an accelerated rate of life attenuation. In contrast, the pit spacing has no significant effect on the fatigue life of steel. The research results can provide a theoretical basis and data support for fatigue design and service life evaluation of corroded steel structures.

     

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