基于频域技术和概率线性累积损伤模型的疲劳寿命估计

Vagner Pascualinotto Junior, D. Burgos
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摘要

工程关键结构,如压力容器和管道,被设计为能够承受各种特定于其预期应用的在役载荷。在海洋、航空航天和核工业的大多数结构部件应用中都观察到随机振动激励。同样,这些部件的疲劳寿命估计是验证设计稳健性的基础,确保整个使用过程中的结构完整性。线性损伤累积模型(Palmgren-Miner规则)在疲劳损伤评估中仍被广泛使用,尽管其局限性是众所周知的。材料暴露于循环载荷下的疲劳行为在任何描述尺度下都是随机现象,在试样尺度上,例如,疲劳起始点、夹杂物、缺陷和穿晶裂纹扩展很难预测,这表明需要对材料行为进行概率表征。在这项工作中,该方法被应用于钛合金结构部件。低合金钛合金在核电站蒸汽发生器中含有氯化物和氧杂质的高温高压水中没有腐蚀开裂的倾向。采用随机疲劳极限(RFL)统计方法对材料疲劳寿命和疲劳强度的固有不确定性进行表征。此外,还利用频域技术确定了结构部件在随机振型激励下的响应功率谱密度函数。然后通过概率线性损伤累积模型估计构件的疲劳寿命。
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Fatigue Life Estimation Using Frequency Domain Technique and Probabilistic Linear Cumulative Damage Model
Engineering critical structures, such as pressure vessels and pipelines, are designed to withstand a variety of in-service loading specific to their intended application. Random vibration excitation is observed in most of the structural component applications in the offshore, aerospace, and nuclear industry. Likewise, fatigue life estimation for such components is fundamental to verify the design robustness assuring structural integrity throughout service. The linear damage accumulation model (Palmgren-Miner rule) is still largely used for damage assessment on fatigue estimations, even though, its limitations are well-known. The fact that fatigue behavior of materials exposed to cyclic loading is a random phenomenon at any scale of description, at a specimen scale, for example, fatigue initiation sites, inclusions, defects, and trans-granular crack propagation are hardly predicted, indicates that a probabilistic characterization of the material behavior is needed. In this work, the methodology was applied to a Titanium alloy structural component. Low alloyed titanium alloys have no tendency to corrosion cracking in high-temperature high-pressure water containing impurities of chloride and oxygen found in a steam generator of nuclear power plants. The inherent uncertainties of the fatigue life and fatigue strength of the material are characterized using the random fatigue limit (RFL) statistic method. Furthermore, a frequency domain technique is used to determine the response power spectrum density (PSD) function of a structural component subjected to a random vibration profile excitation. The fatigue life of the component is then estimated through a probabilistic linear damage cumulative model.
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