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Numerical 3D flow simulation of ultrasonic horns with attached cavitation structures and assessment of flow aggressiveness and cavitation erosion sensitive wall zones

机译:附有空化结构的超声变幅杆的3D数值流模拟以及对流动侵蚀性和空化侵蚀敏感壁区域的评估

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As a contribution to a better understanding of cavitation erosion mechanisms, a compressible inviscid finite volume flow solver with barotropic homogeneous liquid-vapor mixture cavitation model is applied to ultrasonic horn set-ups with and without stationary specimen, that exhibit attached cavitation at the horn tip. Void collapses and shock waves, which are closely related to cavitation erosion, are resolved. The computational results are compared to hydrophone, shadowgraphy and erosion test data. At the horn tip, vapor volume and topology, subharmonic oscillation frequency as well as the amplitude of propagating pressure waves are in good agreement with experimental data. For the evaluation of flow aggressiveness and the assessment of erosion sensitive wall zones, statistical analyses of wall loads and of the multiplicity of distinct collapses in wall-adjacent flow regions are applied to the horn tip and the stationary specimen. An a posteriori projection of load collectives, i.e. cumulative collapse rate vs. collapse pressure, onto a reference grid eliminates the grid dependency effectively for attached cavitation at the horn tip, whereas a significant grid dependency remains at the stationary specimen. The load collectives show an exponential decrease towards higher collapse pressures. Erosion sensitive wall zones are well predicted for both, horn tip and stationary specimen, and load profiles are in good qualitative agreement with measured topography profiles of eroded duplex stainless steel samples after long-term runs. For the considered amplitude and gap width according to ASTM G32-10 standard, the analysis of load collectives reveals that the distinctive erosive ring shape at the horn tip can be attributed to frequent breakdown and re-development of a small portion of the tip-attached cavity. This partial breakdown of the attached cavity repeats at each driving cycle and is associated with relatively moderate collapse peak pressures, whereas the stationary specimen is rather unfrequently stressed at the end of each subharmonic oscillation cycle by the violent collapse of the complete cavity. (C) 2016 Elsevier B.V. All rights reserved.
机译:为了更好地理解空化腐蚀机理,将带有正压均质液-汽混合物空化模型的可压缩无粘性有限体积流量求解器应用于带有和不带有固定试样的超声变幅杆装置,这些变幅杆在变幅杆尖端表现出空化现象。与空化侵蚀密切相关的空隙塌陷和冲击波得以解决。将计算结果与水听器,影印和侵蚀测试数据进行比较。在号角处,蒸气量和拓扑,次谐波振荡频率以及传播的压力波的幅度与实验数据非常吻合。为了评估流动侵蚀性和评估侵蚀敏感壁区域,将壁载荷和壁相邻流动区域中大量塌陷的统计分析应用于牛角尖端和固定样本。载荷集合的后验投影,即累积塌陷率与塌陷压力在参考网格上的投影,有效地消除了在角尖处附着的空化对网格的依赖性,而在固定样本上仍然存在明显的网格依赖性。载荷集合显示出随着较高的坍塌压力呈指数下降。长期运行后,对角尖和固定样品的腐蚀敏感壁区域都可以很好地预测,并且载荷曲线与腐蚀双相不锈钢样品的测得的形貌轮廓定性良好。对于根据ASTM G32-10标准考虑的振幅和间隙宽度,对载荷集合的分析表明,喇叭形尖端处独特的腐蚀环形状可以归因于频繁击穿和一小部分尖端的重新发展腔。附着腔体的这种局部破坏在每个行驶周期中都会重复,并且与相对适度的坍缩峰值压力相关,而在每个次谐波振荡周期结束时,由于整个腔体的剧烈塌陷,固定样本受到的压力较小。 (C)2016 Elsevier B.V.保留所有权利。

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