Hemanta Dikshit , Anoop Akkoorath Mana , Venkata R. Sonti
{"title":"A closed form expression for the resonance frequencies of an unbaffled simply-supported rectangular water-loaded plate","authors":"Hemanta Dikshit , Anoop Akkoorath Mana , Venkata R. Sonti","doi":"10.1016/j.wavemoti.2025.103499","DOIUrl":null,"url":null,"abstract":"<div><div>The sound radiation from a finite, simply-supported rectangular unbaffled plate submerged and vibrating in water is considered. The objective is to obtain a closed form expression for the coupled resonance frequencies of this water-loaded plate. The sound pressure at an arbitrary point in the surrounding fluid medium is expressed as an integral of the product of the pressure jump and the derivative of the Green’s function over the plate surface. Using Euler’s equation in the plane of the plate, a linear system of equations is obtained for the displacement field. The solution procedure involves a certain parameter known as the modal coupling coefficient. This coupling coefficient differs from that of the analogous problem of sound radiation by a baffled plate in that a square root term appears in the numerator. The improper double integral in the coupling coefficient is approximated analytically using the contour integration technique. It is in the nature of panel radiation that due to water loading, several types of modal interactions happen depending upon the frequency of excitation. For underwater applications, keeping 10 kHz as the upper limit of the excitation frequency, approximate analytical expressions for the modal coupling coefficient are derived specifically for the corner–corner and the edge–edge type interactions. Next, a small fluid loading parameter is introduced into the coupled equation of motion for the free vibration problem through the residual contribution of the coupling coefficient. Then, the perturbation method is used to obtain the closed form expression for the coupled resonance frequencies. Using this closed form expression, the coupled natural frequencies are computed for a standard size panel and compared with those obtained from the numerical calculations. A good match is observed between the two results. Along the way, a concerted effort is made to provide bounds on the error in the modal coupling coefficient caused by the various approximations. The closed form natural frequency expression is valid for a range of panel sizes, aspect ratios and thicknesses.</div></div>","PeriodicalId":49367,"journal":{"name":"Wave Motion","volume":"134 ","pages":"Article 103499"},"PeriodicalIF":2.1000,"publicationDate":"2025-01-25","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Wave Motion","FirstCategoryId":"101","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0165212525000101","RegionNum":3,"RegionCategory":"物理与天体物理","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q2","JCRName":"ACOUSTICS","Score":null,"Total":0}
引用次数: 0
Abstract
The sound radiation from a finite, simply-supported rectangular unbaffled plate submerged and vibrating in water is considered. The objective is to obtain a closed form expression for the coupled resonance frequencies of this water-loaded plate. The sound pressure at an arbitrary point in the surrounding fluid medium is expressed as an integral of the product of the pressure jump and the derivative of the Green’s function over the plate surface. Using Euler’s equation in the plane of the plate, a linear system of equations is obtained for the displacement field. The solution procedure involves a certain parameter known as the modal coupling coefficient. This coupling coefficient differs from that of the analogous problem of sound radiation by a baffled plate in that a square root term appears in the numerator. The improper double integral in the coupling coefficient is approximated analytically using the contour integration technique. It is in the nature of panel radiation that due to water loading, several types of modal interactions happen depending upon the frequency of excitation. For underwater applications, keeping 10 kHz as the upper limit of the excitation frequency, approximate analytical expressions for the modal coupling coefficient are derived specifically for the corner–corner and the edge–edge type interactions. Next, a small fluid loading parameter is introduced into the coupled equation of motion for the free vibration problem through the residual contribution of the coupling coefficient. Then, the perturbation method is used to obtain the closed form expression for the coupled resonance frequencies. Using this closed form expression, the coupled natural frequencies are computed for a standard size panel and compared with those obtained from the numerical calculations. A good match is observed between the two results. Along the way, a concerted effort is made to provide bounds on the error in the modal coupling coefficient caused by the various approximations. The closed form natural frequency expression is valid for a range of panel sizes, aspect ratios and thicknesses.
期刊介绍:
Wave Motion is devoted to the cross fertilization of ideas, and to stimulating interaction between workers in various research areas in which wave propagation phenomena play a dominant role. The description and analysis of wave propagation phenomena provides a unifying thread connecting diverse areas of engineering and the physical sciences such as acoustics, optics, geophysics, seismology, electromagnetic theory, solid and fluid mechanics.
The journal publishes papers on analytical, numerical and experimental methods. Papers that address fundamentally new topics in wave phenomena or develop wave propagation methods for solving direct and inverse problems are of interest to the journal.