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Intergrated Evaluation Method for Fatigue Limit of Notched Steel with ΔK_(th) Value

机译:ΔK_(th)值的缺口钢疲劳极限综合评估方法

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It is the big problem to evaluate the fatigue limit σ_w in order to safely design structures and machines. Under the condition of the fatigue crack initiation limit σ_(w1), the present author defined the initial crack size area~(1/2) using the characteristic elastic field of the notch, the half length of the fatigue crack a and a notch depth t. Using this area~(1/2), the methods of calculating ΔK_(th) and σ_(w1) were proposed. In addition to it, in this condition it is made sure that ΔK_(th) exists on the band from ΔK_(th) prediction line of the micro fatigue crack within 18% error. Using ΔK_(th) calculated by the prediction line and the value of area~(1/2), this evaluating method of σ_(w1) was confirmed with annealed 0.35% carbon steel. As a result, it was confirmed that this method to evaluate σ_(w1) is within 18% error. Moreover it was also confirmed that the σ_(w1) value by this prediction method is within 10% error when the predicted σ_(w1) value is greater than σ_(w2).
机译:为了安全地设计结构和机器,评估疲劳极限σ_w是一个大问题。在疲劳裂纹萌生极限σ_(w1)的条件下,作者利用缺口的特征弹性场,疲劳裂纹a的一半长度和缺口深度定义了初始裂纹尺寸区域〜(1/2)。 t。提出了利用该面积〜(1/2),计算ΔK_(th)和σ_(w1)的方法。除此之外,在这种情况下,要确保在距微疲劳裂纹的ΔK_(th)预测线较远的频带内存在ΔK_(th)的误差在18%以内。使用由预测线计算出的ΔK_(th)和area〜(1/2)的值,使用退火的0.35%碳钢确定了该σ_(w1)的评估方法。结果,证实了该用于评估σ_(w1)的方法在18%误差以内。此外,还确认了当预测的σ_(w1)值大于σ_(w2)时,通过该预测方法得到的σ_(w1)值在10%误差以内。

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