Abstract

This study is an effort to encapsulate the fundamentals and major findings in the area of fluid-solid interaction, particularly the flow-induced vibrations (FIV). Periodic flow separation and vortex shedding stretching downstream induce dynamic fluid forces on the bluff body and results in oscillatory motion of the body. The motion is generally referred to as flow-induced vibrations. FIV is a dynamic phenomenon as the motion, or the vibration of the body is subjected to the continuously changing fluid forces. Sometimes FIV is modeled as forced vibrations to mimic the vibration response due to the fluid forces. FIV is a deep concern of engineers for the design of modern heat exchangers, particularly the shell-and-tube type, as it is the major cause for the tube failures. Effect of important parameters such as Reynolds number, spacing ratio, damping coefficient, mass ratio and reduced velocity on the vibration characteristics (such as Strouhal number, vortex shedding, vibration frequency and amplitude, etc.) is summarized. Flow over a bluff body with wakes developed has been studied widely in the past decades. Several review articles are available in the literature on the area of vortex shedding and FIV. None of them, however, discusses the cases of FIV with heat transfer. In particular systems, FIV is often coupled to heat transfer, e.g., in nuclear power plants, FIV causes wear and tear to heat exchangers, which can eventually lead to catastrophic failure. As the circular shape is the most common shape for tubes and pipes encountered in practice, this review will only focus on the FIV of circular cylinders. In this attempt, FIV of single and multiple cylinders in staggered arrangement, including tandem and side-by-side arrangement is summarized for heated and unheated cylinder(s) in the one- and two-degree of freedom. The review also synthesizes the effect of fouling on heat transfer and flow characteristics. Finally, research prospects for heated circular cylinders are also stated.

Highlights

  • Any bluff body subjected to fluid flow experiences flow-induced vibrations due to the induced aerodynamic forces which can have catastrophic results

  • The Generally, most common types shedding patterns observed for circular cylinder(s) forofavortex cylinder with any cross-section, the point are shown in Figure 9 and defined as follows: on the2S—two pressure gradient, the flow conditions, roughness of the cyli single vortices shed per cycle of shedding

  • Flow-induced vibrations (FIV), which is a sub-field of fluid–solid interaction (FSI), comprises of two types of vibrations: vortex-induced vibrations (VIV) and wake-induced vibrations (WIV)

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Summary

Introduction

Any bluff body subjected to fluid flow experiences flow-induced vibrations due to the induced aerodynamic forces which can have catastrophic results. Derakhshandeh and Alam [20] have reviewed different shapes of bluff body wakes which include circular, square, triangular, and rectangular shapes They summarized the effect of cross-sectional shape of the cylinder on the flow topology in each Re regime (i.e., laminar, subcritical, critical, and supercritical). There is a lot of work done in this area and many review papers are available, new techniques have emerged which have not been discussed in detail in the previous review articles, such as two degrees of freedom (2DOF) motion of cylinder(s), effect of surface roughness on FIV and wake structures, FIV of heated cylinder(s), etc. There needs to be more experimental and numerical research conducted in a more realistic way in order to mimic the actual flow conditions Such as, considering single and multiple cylinders with heating to simulate the heat exchanger tubes and allowing the tubes to vibrate in 2DOF and taking into account their surface roughness. Conclusions and future prospects for the research in the area of flow over circular cylinders and the related FIV is presented

Wake Structures
10: Trans-critical Regime
The vortices stays constant the sub-critical from
Parameters Affecting FIV
Added Mass
Mass and Structural Damping
Forced Vibrations
Lock-In Phenomenon
Amplitude response comparison for m*
10. Vortexdepends
11. Flow over Unheated Single Cylinder
11. Flow over
12. Flow over Heated Single Cylinder
12. Average
18. Vortex
14. Heated
16. Rough Cylinders
25. Creating roughness ononthe ofcylinder: cylinder
Findings
17. Conclusions and Future Prospects
Full Text
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