{"title":"各种钝体的流致振动:阻塞和壁面效应的综述","authors":"Md. Mahbub Alam","doi":"10.1016/j.jfluidstructs.2025.104328","DOIUrl":null,"url":null,"abstract":"<div><div>Bluff bodies subjected to fluid flow are unconfined or confined by two parallel walls or by one wall in many engineering applications and nature. They may undergo vortex-induced vibration (VIV) and/or galloping depending on the body shape and the confinement degree. This paper presents a review of flow-induced vibrations of confined bluff bodies of different cross-sections, including circular, square, rounded-corner, and rectangular. Synthesized are the effects of the flow confinement by two walls (two-wall–cylinder interactions) or one wall (one-wall–cylinder interactions) on vibration response, frequency response, lock-in, aerodynamic force, vortex shedding, motion trajectory, phase lag, VIV width, hysteresis in VIV, and galloping at different ranges of mass ratio, damping ratio, and Reynolds number. For a circular cylinder, an increase in blockage ratio reduces the maximum vibration amplitude, causes a shrink in the VIV width and a shift in the VIV regime to smaller reduced velocities, and introduces hysteresis between initial and lower branches. For a square cylinder, the effect of blockage ratio on vibration amplitude is not straightforward but depends on the cylinder mass ratio. A higher blockage ratio suppresses galloping for a square cylinder. The research gap in the literature is pinpointed and put forward for future investigations.</div></div>","PeriodicalId":54834,"journal":{"name":"Journal of Fluids and Structures","volume":"136 ","pages":"Article 104328"},"PeriodicalIF":3.4000,"publicationDate":"2025-05-12","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Flow-induced vibrations of various bluff bodies: a review of blockage and wall effects\",\"authors\":\"Md. Mahbub Alam\",\"doi\":\"10.1016/j.jfluidstructs.2025.104328\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>Bluff bodies subjected to fluid flow are unconfined or confined by two parallel walls or by one wall in many engineering applications and nature. They may undergo vortex-induced vibration (VIV) and/or galloping depending on the body shape and the confinement degree. This paper presents a review of flow-induced vibrations of confined bluff bodies of different cross-sections, including circular, square, rounded-corner, and rectangular. Synthesized are the effects of the flow confinement by two walls (two-wall–cylinder interactions) or one wall (one-wall–cylinder interactions) on vibration response, frequency response, lock-in, aerodynamic force, vortex shedding, motion trajectory, phase lag, VIV width, hysteresis in VIV, and galloping at different ranges of mass ratio, damping ratio, and Reynolds number. For a circular cylinder, an increase in blockage ratio reduces the maximum vibration amplitude, causes a shrink in the VIV width and a shift in the VIV regime to smaller reduced velocities, and introduces hysteresis between initial and lower branches. For a square cylinder, the effect of blockage ratio on vibration amplitude is not straightforward but depends on the cylinder mass ratio. A higher blockage ratio suppresses galloping for a square cylinder. The research gap in the literature is pinpointed and put forward for future investigations.</div></div>\",\"PeriodicalId\":54834,\"journal\":{\"name\":\"Journal of Fluids and Structures\",\"volume\":\"136 \",\"pages\":\"Article 104328\"},\"PeriodicalIF\":3.4000,\"publicationDate\":\"2025-05-12\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Journal of Fluids and Structures\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0889974625000635\",\"RegionNum\":2,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, MECHANICAL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Journal of Fluids and Structures","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0889974625000635","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, MECHANICAL","Score":null,"Total":0}
Flow-induced vibrations of various bluff bodies: a review of blockage and wall effects
Bluff bodies subjected to fluid flow are unconfined or confined by two parallel walls or by one wall in many engineering applications and nature. They may undergo vortex-induced vibration (VIV) and/or galloping depending on the body shape and the confinement degree. This paper presents a review of flow-induced vibrations of confined bluff bodies of different cross-sections, including circular, square, rounded-corner, and rectangular. Synthesized are the effects of the flow confinement by two walls (two-wall–cylinder interactions) or one wall (one-wall–cylinder interactions) on vibration response, frequency response, lock-in, aerodynamic force, vortex shedding, motion trajectory, phase lag, VIV width, hysteresis in VIV, and galloping at different ranges of mass ratio, damping ratio, and Reynolds number. For a circular cylinder, an increase in blockage ratio reduces the maximum vibration amplitude, causes a shrink in the VIV width and a shift in the VIV regime to smaller reduced velocities, and introduces hysteresis between initial and lower branches. For a square cylinder, the effect of blockage ratio on vibration amplitude is not straightforward but depends on the cylinder mass ratio. A higher blockage ratio suppresses galloping for a square cylinder. The research gap in the literature is pinpointed and put forward for future investigations.
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.