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Multiaxial fatigue response of normalized 1045 steel subjected to periodic overloads: Experiments and analysis.

机译:正火1045钢在周期性过载下的多轴疲劳响应:实验和分析。

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摘要

During the past decade it has been observed that periodically applied overloads of yield stress magnitude can significantly reduce or eliminate crack closure under uniaxial or mode I loading. In this thesis the results of a series of biaxial tension-torsion experiments that were performed to evaluate the effects of overloads on the fatigue life of smooth tubes constructed of normalized SAE 1045 steel are presented. Constant amplitude and periodic overload experiments were conducted under five different in-phase stress ratios, including uniaxial ( Y=sxy/sxx=0 ), pure torsion ( Y=∞ ), and three intermediate ratios ( Y=12 , 1, and 2). In addition, under torsional loading, two different out-of-phase overloads were evaluated.; Periodically applied overloads of yield stress magnitude caused cracks to grow under crack face interference-free conditions. Strain-life curves were obtained by computationally removing the overload cycle damage from test results and calculating equivalent fatigue lives. A factor of two reduction in the fatigue limit was found at all strain ratios when these results were compared to constant amplitude results.; Another series of constant amplitude and periodic overload tests was conducted on notched axle shafts to evaluate the effects of overloads on a component. The effects of various kinds of bending overloads on torsional fatigue were found to be quite similar to those encountered in the Y=0 tubular testing.; Further, under in-phase loading, it was found that shear cracks initiated and grew longitudinally for Y=0 , 12 , and 1, and for Y=2 loading shear cracks initiated on the maximum shear strain planes. These observations concerning the initiation plane were used to unify the constant amplitude data and to justify the use of the maximum shear criterion with the overload fatigue data. Parameter-life curves were developed using the equivalent life data and several common multiaxial damage parameters. It was found that the simple maximum shear strain criterion together with uniaxial overload data gave safe but not unduly conservative life predictions for all of these strain ratios.; Crack face interference-free crack growth curves were obtained for mode I and mode II crack growth and observations of cracking were combined with two models which predict changes in crack growth behavior. The models used were based on crack area increment and strain energy release rate criteria. Both of these models underpredict the shear crack length at which crack growth mode changes, but they do predict the general trends observed in the data in terms of changes in crack growth mode as a function of strain amplitude and load ratio.; Several different crack growth predictions were made. These included baseline predictions wherein the strain concentration profile is determined separately for each load ratio. Predictions were then made using the crack area increment and strain energy release rate criteria. The strain concentration profiles for shear and tensile crack growth were independently determined, and they were then used in the area and energy models to predict strain life curves for all of the stress ratios. The area and energy models gave good predictions of the experimental lives for all of the stress ratios, but the best predictions were provided by the baseline predictions.
机译:在过去的十年中,已经观察到屈服应力幅度的周期性施加过载可以显着减少或消除单轴或I型载荷下的裂纹闭合。本文提出了一系列双轴拉伸-扭转实验的结果,以评估过载对正火SAE 1045钢制成的光滑管疲劳寿命的影响。在五个不同的同相应力比下进行了恒定振幅和周期性过载实验,包括单轴( Y = s xy / s xx = 0 ),纯扭转( Y =∞< / f> )和三个中间比率( Y = 1 2 ,1和2)。另外,在扭转载荷下,评估了两种不同的异相过载。周期性施加的屈服应力幅度过载会导致裂纹在无裂纹面的条件下生长。应变寿命曲线是通过从测试结果中计算出消除过载循环损伤并计算等效疲劳寿命而获得的。当将这些结果与恒定振幅结果进行比较时,发现在所有应变率下,疲劳极限降低了两倍。在带凹口的轴上进行了另一系列的恒定振幅和周期性过载测试,以评估过载对部件的影响。发现各种弯曲过载对扭转疲劳的影响与 Y = 0 管状测试中所遇到的影响非常相似。此外,在同相加载下,发现 Y = 0 1 2 和1,对于 Y = 2 在最大剪切应变平面上开始加载剪切裂纹。这些关于初始平面的观察被用来统一恒定振幅数据,并证明使用最大剪切准则和过载疲劳数据是合理的。参数寿命曲线是使用等效寿命数据和几个常见的多轴损伤参数绘制的。发现简单的最大剪切应变准则与单轴过载数据一起给出了所有这些应变比的安全但并非过分保守的寿命预测。获得了模式I和模式II裂纹扩展的裂纹面无干扰裂纹扩展曲线,并将裂纹观察与预测裂纹扩展行为变化的两个模型相结合。使用的模型基于裂纹面积增加和应变能释放速率标准。这两个模型都低估了裂纹扩展模式发生变化时的剪切裂纹长度,但它们确实预测了数据中观察到的一般趋势,即裂纹扩展模式随应变幅度和载荷比的变化。进行了几种不同的裂纹扩展预测。这些包括基线预测,其中应变浓度曲线是针对每个负载比率分别确定的。然后使用裂纹面积增量和应变能释放速率标准进行预测。独立确定了剪切和拉伸裂纹扩展的应变集中曲线,然后将它们用于面积和能量模型,以预测所有应力比的应变寿命曲线。面积和能量模型对所有应力比都给出了很好的实验寿命预测,但是基线预测提供了最好的预测。

著录项

  • 作者单位

    University of Waterloo (Canada).;

  • 授予单位 University of Waterloo (Canada).;
  • 学科 Engineering Civil.; Engineering Materials Science.
  • 学位 Ph.D.
  • 年度 1999
  • 页码 203 p.
  • 总页数 203
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 建筑科学;工程材料学;
  • 关键词

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