1978
DOI: 10.1002/nme.1620130108
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Finite element analysis of the noise inside a mechanically excited cylinder

Abstract: SUMMARYA finite element method is presented for predicting the coupled structural-acoustic response of a flexible cylinder, which contains an acoustic medium and is excited by mechanical forces. The cylinder is represented by an existing axisymmetric, cylindrical shell element. The acoustic space inside the cylinder is modelled using a new axisymmetric, acoustic ring element. The cross-secton of the ring takes the form of an eight node, isoparametric element. The coupled equations of motion for the cylinder an… Show more

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Cited by 30 publications
(11 citation statements)
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“…Zienkiewicz and Newton [4] and Craggs [5] detail typical formulations. However, existing formulations generally involve unsymmetric matrices (which can be made symmetric through secondary transformations) that render them difficult to incorporate in general finite element analysis programs [6,7,8].…”
Section: Introductionmentioning
confidence: 99%
“…Zienkiewicz and Newton [4] and Craggs [5] detail typical formulations. However, existing formulations generally involve unsymmetric matrices (which can be made symmetric through secondary transformations) that render them difficult to incorporate in general finite element analysis programs [6,7,8].…”
Section: Introductionmentioning
confidence: 99%
“…The establishment of the finite element model is necessary before the free modal analysis. Due to the many parts and complex shapes of a threshing cylinder, including the interference of the mesh number, element type, mesh quality, and other factors [30], in order to obtain an accurate finite element model, it is necessary to consider the simplification of the model. Therefore, the local features, such as bolt holes, fillets, and chamfers, far smaller than the mesh size were ignored.…”
Section: Free Modal Analysis Of Finite Elementsmentioning
confidence: 99%
“…However, for acoustic analysis, both FEM (Bathe, 1982;Bermudez et al, 1999;Craggs, 1972;Petyt and Lim, 1978) and boundary element method (BEM) (Bell et al, 1977;Seybert and Cheng, 1987) have been widely employed. Modal methods were also applied by Bokil and Shirahatti (1994) and Wolf (1977).…”
Section: Introductionmentioning
confidence: 99%