Front Cover -- Flow-Induced Vibrations: Classifications and Lessons from Practical Experiences -- Copyright Page -- Contents -- Preface -- 1 Introduction -- 1.1 General overview -- 1.1.1 History of FIV research -- 1.1.2 Origin of this book -- 1.2 Modeling approaches -- 1.2.1 The importance of modeling -- 1.2.2 Classification of FIV and modeling -- 1.2.3 Modeling procedure -- 1.2.3.1 Simplified treatment -- 1.2.3.2 Detailed treatment -- 1.2.4 Analytical approach -- 1.2.5 Experimental approach -- 1.2.5.1 Test facilities -- 1.2.5.2 Similarity laws -- 1.2.5.2.1 Structural model -- 1.2.5.2.2 Fluid model -- 1.3 Fundamental mechanisms of FIV -- 1.3.1 Self-induced oscillation mechanisms -- 1.3.1.1 One-degree-of-freedom system -- 1.3.1.2 Two-degrees-of-freedom system -- 1.3.1.3 Multi-degrees-of-freedom system -- 1.3.2 Forced vibration and added mass and damping -- 1.3.2.1 Forced vibration system -- 1.3.2.2 Added mass -- 1.3.2.3 Fluid damping -- References -- 2 Vibration Induced by Cross-Flow -- 2.1 Single circular cylinder -- 2.1.1 Structures under evaluation -- 2.1.2 Vibration mechanisms and historical review -- 2.1.2.1 Vibration mechanisms -- 2.1.2.1.1 Bending vibration of a circular cylindrical structure in steady flow -- 2.1.2.1.2 Vibration of a circular cylinder in oscillating flow -- 2.1.2.1.3 Ovalling vibrations of cylindrical shells in steady flow -- 2.1.2.2 Historical background -- 2.1.2.2.1 Bending vibrations of a circular cylinder in steady flow -- 2.1.2.2.2 Vibration of a circular cylinder in oscillating flow -- 2.1.2.2.3 Ovalling vibrations of cylindrical shells in steady flow -- 2.1.3 Evaluation methods -- 2.1.3.1 Bending vibrations of a circular cylinder in steady flow -- 2.1.3.1.1 Vibration induced by single-phase flow -- 2.1.3.1.2 Vibration induced by two-phase flow -- 2.1.3.2 Vibration of a circular cylinder in oscillating flow.

2.1.3.3 Ovalling vibrations of cylindrical shells in steady flow -- 2.1.4 Examples of component failures due to vortex-induced vibration -- 2.2 Two circular cylinders in cross-flow -- 2.2.1 Outline of structures of interest -- 2.2.1.1 Examples -- 2.2.1.2 Classification based on flow type -- 2.2.1.3 Classification based on spatial configuration -- 2.2.2 Historical background -- 2.2.2.1 Excitation phenomena -- 2.2.2.1.1 Vibration of cylinder pairs subjected to steady cross-flow -- 2.2.2.1.2 Oscillatory-flow-induced vibration -- 2.2.2.2 Research background -- 2.2.2.2.1 Steady-flow-induced cylinder vibration -- 2.2.2.2.2 Oscillatory flow -- 2.2.2.2.3 Vibration of cylinder pairs in two-phase flow -- 2.2.3 Evaluation methodology -- 2.2.3.1 Experimental evaluation -- 2.2.3.1.1 Vibration of cylinder pair in single-phase flow -- 2.2.3.2 Theoretical modeling -- 2.2.3.2.1 Wake interference mathematical model -- 2.2.3.2.2 Fluid-structure coupled analysis -- 2.2.3.2.3 Determination of instability boundary by unsteady fluid force models -- 2.2.3.2.4 Quasi-steady theory -- 2.2.4 Examples of practical problems -- 2.3 Multiple circular cylinders -- 2.3.1 Outline of structures considered -- 2.3.2 Vibration evaluation history -- 2.3.2.1 Excitation mechanisms -- 2.3.2.2 Historical background -- 2.3.3 Estimation method -- 2.3.3.1 Vibration in single-phase flow -- 2.3.3.1.1 Steady flow -- 2.3.3.1.2 Non-uniform flow -- 2.3.3.2 Vibration induced by two-phase flow -- 2.3.3.2.1 Vortex shedding -- 2.3.3.2.2 Fluidelastic vibration -- 2.3.3.2.3 Random vibration -- 2.3.4 Examples of component failures -- 2.4 Bodies of rectangular and other cross-section shapes -- 2.4.1 General description of cross-section shapes -- 2.4.1.1 Products focused on -- 2.4.1.2 Classification based on fluid flow -- 2.4.1.3 Classification by vibration mode of structure.

2.4.1.3.1 Two-dimensional vibration within the cross-section plane -- 2.4.1.3.2 Axial vibration -- 2.4.1.4 Objectives -- 2.4.2 FIV of rectangular-cross-section structures and historical review -- 2.4.2.1 FIV phenomena -- 2.4.2.1.1 Vortex-induced vibration -- 2.4.2.1.2 Turbulence-induced vibration -- 2.4.2.1.3 Galloping -- 2.4.2.2 Historical background -- 2.4.2.2.1 Vortex-induced vibration -- 2.4.2.2.2 Turbulence-induced vibration -- 2.4.2.2.3 Galloping -- 2.4.3 Evaluation methods -- 2.4.3.1 Vortex-induced vibration -- 2.4.3.1.1 Strouhal number for zero attack angle of rectangular-cross-section body -- 2.4.3.1.2 Strouhal number for a rectangular-cross-section body inclined to the flow -- 2.4.3.1.3 Flow speed range of vortex-induced vibrations for a rectangular-cross-section body -- 2.4.3.1.4 Vibration amplitude of vortex-induced vibrations for a rectangular-cross-section body -- 2.4.3.2 Turbulence-induced vibration -- 2.4.3.3 Galloping -- 2.4.4 Examples of structural failures and suggestions for countermeasures -- 2.5 Acoustic resonance in tube bundles -- 2.5.1 Relevant industrial products and a brief description of the phenomenon -- 2.5.1.1 Relevant industrial products -- 2.5.1.2 Mechanism underlying resonance -- 2.5.1.3 Classification of resonance phenomena -- 2.5.2 Historical background -- 2.5.2.1 Review of research on transverse mode resonance -- 2.5.2.1.1 Resonance prediction methods -- 2.5.2.1.2 Baffle plate design method -- 2.5.2.1.3 Studies on the feedback mechanism -- 2.5.2.2 Review of research on longitudinal mode resonance -- 2.5.3 Resonance prediction method at the design stage -- 2.5.3.1 Prediction based on the first condition: coincidence of vortex shedding frequency with natural frequencies of acous... -- 2.5.3.2 Prediction based on the second condition: balance between energy supplied by vortex shedding and the energy dissipa...

2.5.3.2.1 Y.N. Chen's method -- 2.5.3.2.2 Eisinger's method -- 2.5.4 Examples of acoustic resonance problems and hints for anti-resonance design -- 2.5.4.1 Waste heat recovery boiler -- 2.5.4.2 Shell and tube type heat exchanger -- 2.5.4.3 Coal-fired boiler -- 2.6 Prevention of FIV -- References -- 3 Vibration Induced by External Axial Flow -- 3.1 Single cylinder/multiple cylinders -- 3.1.1 Summary of objectives -- 3.1.2 Random vibration due to flow turbulence -- 3.1.2.1 Historical background of evaluation methodologies -- 3.1.2.2 Evaluation of random vibration in single-phase flow -- 3.1.2.3 Random vibration evaluation in two-phase flow -- 3.1.2.4 Semi-empirical formulae for vibration amplitude prediction -- 3.1.3 Flutter and divergence -- 3.1.3.1 Historical background -- 3.1.3.2 Evaluation methods and countermeasures against instability -- 3.1.4 Examples of reported component-vibration problems and hints for countermeasures -- 3.2 Vibration of elastic plates and shells -- 3.2.1 Bending-torsion flutter -- 3.2.1.1 Historical background -- 3.2.1.2 Evaluation method -- 3.2.2 Panel flutter -- 3.2.2.1 Historical background -- 3.2.2.2 Evaluation method -- 3.2.3 Shell flutter due to annular flow -- 3.2.4 Turbulence-induced vibration -- 3.2.4.1 Summary -- 3.2.4.2 Evaluation method -- 3.2.5 Hints for countermeasures -- 3.2.5.1 Self-excited vibrations -- 3.2.5.2 Turbulence-induced vibrations -- 3.3 Vibration induced by leakage flow -- 3.3.1 General description of the problem -- 3.3.1.1 Single-degree-of-freedom translational systems -- 3.3.1.2 Other cases -- 3.3.2 Evaluation method for single-degree-of-freedom translational system -- 3.3.2.1 Basic equations of leakage flow -- 3.3.2.2 Relation between steady flow rate and pressure difference across the passage -- 3.3.2.3 Unsteady fluid forces of a tapered passage.

3.3.3 Analysis method for single-degree-of-freedom translational system with leakage-flow passage of arbitrary shape -- 3.3.3.1 Steady fluid force -- 3.3.3.2 Unsteady fluid force -- 3.3.4 Mechanism of self-excited vibration -- 3.3.5 Self-excited vibrations in other cases -- 3.3.5.1 Rotational vibration of one-dimensional tapered passage wall -- 3.3.5.2 Two-degrees-of-freedom translational and rotational systems and continuous systems -- 3.3.5.3 Annular flow passage -- 3.3.6 Hints for countermeasures -- 3.3.7 Examples of leakage-flow-induced vibration -- References -- 4 Vibrations Induced by Internal Fluid Flow -- 4.1 Vibration of straight and curved pipes conveying fluid -- 4.1.1 Vibration of pipes conveying fluid -- 4.1.1.1 Research history -- 4.1.1.2 Modeling and stability analysis of straight pipes conveying fluid -- 4.1.1.3 Stability of straight pipes conveying fluid -- 4.1.1.4 Stability of curved pipes conveying fluid -- 4.1.1.5 Shell flutter and random vibration induced by internal fluid flow -- 4.1.1.6 Hints for countermeasures -- 4.1.2 Vibration of pipes excited by oscillating and two-phase fluid flow -- 4.1.2.1 Research history -- 4.1.2.2 Frequency response of pipes with bends -- 4.1.2.3 Hints for countermeasures -- 4.1.3 Piping vibration caused by gas-liquid two-phase flow -- 4.1.3.1 Summary -- 4.1.3.2 Two-phase flow regimes -- 4.1.3.3 Evaluation method -- 4.1.3.4 Case examples and methods to reduce piping vibration -- 4.2 Vibration related to bellows -- 4.2.1 Vibration of bellows -- 4.2.1.1 Mechanism of flow-induced vibration -- 4.2.1.2 Other vibration mechanisms -- 4.2.1.3 History of studies on bellows vibration -- 4.2.1.3.1 Studies on mechanical natural frequencies of bellows -- 4.2.1.3.2 Studies on bellows Strouhal numbers -- 4.2.1.4 Evaluation method for the flow-induced vibration of bellows.

4.2.1.4.1 Fluid added mass for axial vibration of single bellows.