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Very high cycle fatigue behavior of riblet structured high strength aluminum alloy thin sheets

机译:肋状结构高强度铝合金薄板的极高循环疲劳性能

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摘要

Fatigue testing was performed on two age hardened high strength aluminum alloys (AA 2024 T351 and AA 7075 T6) at ultrasonic frequencies of around 20 kHz in fully reversed axial loading (R = -1). Tests were carried out on flat and riblet structured thin sheets in order to evaluate their usability for a novel technique for aerodynamicdrag reduction as well as for gaining further insight into the relevant degradation and failure mechanisms. The studied riblets were of semi-circular geometry and produced by a flat rolling process which was developed at the Institute of Metal Forming (RWTH Aachen University). Important aspects of the present work are the influence of commercially pure CP Al claddings – which are frequently used for the prevention of corrosion – as well as of different riblet dimensions on the fatigue performance.Whereas the bare material shows a continuous transition from high cycle fatigue (HCF) to very high cycle fatigue (VHCF), for clad sheets a sharp transition from HCF failure (up to some 1e6 cycles) to run-outs (at ≥ some 1e9 cycles) is observed. Particularly in the megacycle regime, the fatigue life of the structured bare material is – compared to the non-structured case – significantly reduced by stress concentrations induced by the surface structure. However, the fatigue performance of clad material is not negatively affected by the riblets. In this case, the threshold value at which the transition from HCF failure to run-outs occurs was even higher than in the flat case. The transition stress differs with cladding thickness as well as with riblet geometry. Fatigue cracks are – even in the case of run-outs – always initiated at the surface of the clad layer and grow easily to the substrate.Specimens only fail, if the threshold for further crack growth into the substrate is exceeded. The fatigue limit of both, the flat and riblet structured clad material can thus be described by a fracture mechanics approach using a Kitagawa-Takahashi diagram.In the case of structured clad material, the threshold for fatigue failure is not only directly affected by the remaining thickness of the cladding below the riblet structure. Finite element (FEM) simulations demonstrate that due to plastic deformation a stress redistribution in the CP Al layer occurs which modifies the effective stress at the interface (cladding / substrate). The effective interface stress is thus as well a function of cladding thickness, which therefore, besides the direct effect, also indirectly influences the stress intensity of through-cladding cracks. Further FEM simulations demonstrate that riblets can be optimized with respect to VHCF performance, if the thickness of the clad layer below the riblet valleys is around 25% of the riblet diameter.The failure mechanisms of both tested alloys are similar to each other. Further aspects covered in this work are a detailed analysis of material changes induced by the structuring process and the development of a bending testing setup in which the loading conditions resemble the exposure during use in active drag reduction systems.
机译:对两种时效硬化的高强度铝合金(AA 2024 T351和AA 7075 T6)在完全反向的轴向载荷(R = -1)下以约20 kHz的超声频率进行了疲劳测试。测试是在扁平和肋状结构的薄板上进行的,以评估其在减少空气阻力的新技术以及进一步了解相关降解和失效机理方面的可用性。所研究的肋条具有半圆形的几何形状,并且是由亚琛工业大学金属成型研究所开发的平轧工艺生产的。当前工作的重要方面是商用纯CP Al覆层(通常用于防止腐蚀)以及不同的肋状尺寸对疲劳性能的影响。而裸露的材料则显示出从高周疲劳的连续转变(HCF)到极高的循环疲劳(VHCF),对于复合板,观察到了从HCF失效(直至大约1e6个循环)到跳动(≥1e9个循环)的急剧转变。特别是在大循环状态下,与非结构化情况相比,结构化裸露材料的疲劳寿命会因表面结构引起的应力集中而大大降低。但是,包覆材料的疲劳性能不会受到肋的不利影响。在这种情况下,发生从HCF故障过渡到跳动的阈值甚至比平直情况高。过渡应力随包层厚度和肋状几何形状而不同。疲劳裂纹即使在跳动的情况下也总是在覆层的表面产生,并容易向基体扩展。只有超过进一步裂纹扩展至基体的阈值时,试样才会失效。因此,扁平和肋状结构复合材料的疲劳极限可以通过使用Kitagawa-Takahashi图的断裂力学方法来描述。在结构复合材料的情况下,疲劳破坏的阈值不仅直接受剩余材料的影响肋结构下方的包层厚度。有限元(FEM)模拟表明,由于塑性变形,CP Al层中发生了应力重新分布,从而改变了界面(覆层/基板)上的有效应力。因此,有效的界面应力也是包层厚度的函数,因此,除了直接作用之外,它还间接影响贯穿包层裂纹的应力强度。进一步的FEM模拟表明,如果肋骨谷下方的包覆层厚度约为肋骨直径的25%,则可以优化VHCF性能的肋骨。两种测试合金的破坏机理彼此相似。这项工作涵盖的其他方面是对由结构化过程引起的材料变化的详细分析,以及弯曲测试设置的发展,在该测试中,加载条件类似于主动减阻系统在使用过程中的暴露程度。

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    Stille Sebastian;

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  • 年度 2015
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  • 正文语种 eng
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