Vikas N. Bhargav , Nicola Francescato , Holger Mettelsiefen , Abdullah Y. Usmani , Stefania Scarsoglio , Vrishank Raghav
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引用次数: 0
Abstract
The interactions between fluid flow and structural components of collapsible tubes are representative of those in several physiological systems. Although extensively studied, there exists a lack of characterization of the three-dimensionality in the structural deformations of the tube and its influence on the flow field. This experimental study investigates the spatio-temporal relationship between 3D tube geometry and the downstream flow field under conditions of fully open, closed, and slamming-type oscillating regimes. A methodology is implemented to simultaneously measure three-dimensional surface deformations in a collapsible tube and the corresponding downstream flow field. Stereophotogrammetry was used to measure tube deformations, and simultaneous flow field measurements included pressure and planar Particle Image Velocimetry (PIV) data downstream of the collapsible tube. The results indicate that the location of the largest collapse in the tube occurs close to the downstream end. In the oscillating regime, sections of the tube downstream of the largest mean collapse experience the largest oscillations in the entire tube that are completely coherent and in phase. At a certain streamwise distance upstream of the largest collapse, a switch in the direction of oscillations occurs with respect to those downstream. Physically, when the tube experiences constriction downstream of the location of the largest mean collapse, this causes the accumulation of fluid and build-up of pressure in the upstream regions and an expansion of these sections. Fluctuations in the downstream flow field are significantly influenced by tube fluctuations along the minor axes. The fluctuations in the downstream flowfield are influenced by the propagation of disturbances due to oscillations in tube geometry, through the advection of fluid through the tube. Further, the manifestation of the LU-type pressure fluctuations is found to be due to the variation in the propagation speed of the disturbances during the different stages within a period of oscillation of the tube.
流体流动与可折叠管道结构组件之间的相互作用在多个生理系统中具有代表性。尽管对其进行了广泛的研究,但缺乏对管道结构变形的三维特性及其对流场影响的描述。本实验研究探讨了在全开、关闭和滑动型振荡条件下,三维管道几何形状与下游流场之间的时空关系。采用一种方法同时测量可折叠管道的三维表面变形和相应的下游流场。立体摄影测量法用于测量管道变形,同步流场测量包括可折叠管道下游的压力和平面粒子图像测速仪(PIV)数据。结果表明,管道中最大塌陷的位置靠近下游端。在振荡系统中,最大平均塌陷点下游的管段经历了整个管中最大的振荡,这些振荡完全连贯且相位一致。在最大塌陷点上游一定的流向距离处,振荡方向与下游方向发生切换。从物理学角度来看,当管道在最大平均塌陷位置的下游出现收缩时,会导致上游区域的流体积聚和压力增大,并使这些部分膨胀。下游流场的波动在很大程度上受到管道沿次要轴线波动的影响。下游流场的波动受管子几何形状振荡引起的扰动传播的影响,流体通过管子平流。此外,还发现 LU 型压力波动的表现是由于扰动在管子振荡周期内不同阶段的传播速度变化造成的。
期刊介绍:
The Journal of Fluids and Structures serves as a focal point and a forum for the exchange of ideas, for the many kinds of specialists and practitioners concerned with fluid–structure interactions and the dynamics of systems related thereto, in any field. One of its aims is to foster the cross–fertilization of ideas, methods and techniques in the various disciplines involved.
The journal publishes papers that present original and significant contributions on all aspects of the mechanical interactions between fluids and solids, regardless of scale.