Free vibration of circular cylindrical shell with constrained layer damping
Free vibration characteristics of circular cylindrical shell with passive constrained layer damping （PCLD）are presented. Wave propagation approach rather than finite element method, transfer matrix method, and Rayleigh-Ritz method is used to solve the problem of vibration of PCLD circular cylindrica...
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| Published in | Applied mathematics and mechanics Vol. 32; no. 4; pp. 495 - 506 |
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| Main Author | |
| Format | Journal Article |
| Language | English |
| Published |
Heidelberg
Shanghai University Press
01.04.2011
State Key Laboratory of Mechanical System and Vibration, Shanghai Jiao Tong University,Shanghai 200240, P. R. China |
| Subjects | |
| Online Access | Get full text |
| ISSN | 0253-4827 1573-2754 |
| DOI | 10.1007/s10483-011-1433-7 |
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| Abstract | Free vibration characteristics of circular cylindrical shell with passive constrained layer damping （PCLD）are presented. Wave propagation approach rather than finite element method, transfer matrix method, and Rayleigh-Ritz method is used to solve the problem of vibration of PCLD circular cylindrical shell under a simply supported boundary condition at two ends. The governing equations of motion for the orthotropic cylindrical shell with PCLD are derived on the base of Sanders＇ thin shell theory. Nu- merical results show that the present method is more effective in comparison with other methods. The effects of the thickness of viscoelastic core and constrained layer, the elastic modulus ratio of orthotropic constrained layer, the complex shear modulus of viscoelastic core on frequency parameter, and the loss factor are discussed. |
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| AbstractList | Free vibration characteristics of circular cylindrical shell with passive constrained layer damping （PCLD）are presented. Wave propagation approach rather than finite element method, transfer matrix method, and Rayleigh-Ritz method is used to solve the problem of vibration of PCLD circular cylindrical shell under a simply supported boundary condition at two ends. The governing equations of motion for the orthotropic cylindrical shell with PCLD are derived on the base of Sanders＇ thin shell theory. Nu- merical results show that the present method is more effective in comparison with other methods. The effects of the thickness of viscoelastic core and constrained layer, the elastic modulus ratio of orthotropic constrained layer, the complex shear modulus of viscoelastic core on frequency parameter, and the loss factor are discussed. Free vibration characteristics of circular cylindrical shell with passive constrained layer damping (PCLD) are presented. Wave propagation approach rather than finite element method, transfer matrix method, and Rayleigh-Ritz method is used to solve the problem of vibration of PCLD circular cylindrical shell under a simply supported boundary condition at two ends. The governing equations of motion for the orthotropic cylindrical shell with PCLD are derived on the base of Sanders’ thin shell theory. Numerical results show that the present method is more effective in comparison with other methods. The effects of the thickness of viscoelastic core and constrained layer, the elastic modulus ratio of orthotropic constrained layer, the complex shear modulus of viscoelastic core on frequency parameter, and the loss factor are discussed. O326; Free vibration characteristics of circular cylindrical shell with passive constrained layer damping (PCLD) are presented. Wave propagation approach rather than finite element method, transfer matrix method, and Rayleigh-Ritz method is used to solve the problem of vibration of PCLD circular cylindrical shell under a simply supported boundary condition at two ends. The governing equations of motion for the orthotropic cylindrical shell with PCLD are derived on the base of Sanders' thin shell theory. Numerical results show that the present method is more effective in comparison with other methods. The effects of the thickness of viscoelastic core and constrained layer, the elastic modulus ratio of orthotropic constrained layer, the complex shear modulus of viscoelastic core on frequency parameter, and the loss factor are discussed. |
| Author | 曹雄涛 张志谊 华宏星 |
| AuthorAffiliation | State Key Laboratory of Mechanical System and Vibration, Shanghai Jiao Tong University, Shanghai 200240, P. R. China |
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| Cites_doi | 10.1007/BF02460324 10.1115/1.3171879 10.1016/S0020-7403(98)00102-7 10.1177/107754602023689 10.1007/s10483-008-1207-x 10.1016/S0020-7403(02)00042-5 10.1243/JMES_JOUR_1978_020_047_02 10.1016/0045-7949(93)90403-Z 10.1006/jsvi.2000.3287 10.1177/1077546029206 10.1088/0964-1726/19/2/025010 10.1088/0964-1726/13/1/008 10.1016/0022-460X(69)90038-8 10.1016/0022-460X(69)90193-X 10.1016/S0263-8231(99)00034-8 10.1006/jsvi.1994.1180 10.1016/j.ijmecsci.2006.07.008 10.1016/S0020-7403(02)00059-0 10.1088/0964-1726/16/5/041 10.1121/1.1912112 |
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publication-title: Journal of Vibration Engineering |
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| Snippet | Free vibration characteristics of circular cylindrical shell with passive constrained layer damping （PCLD）are presented. Wave propagation approach rather... Free vibration characteristics of circular cylindrical shell with passive constrained layer damping (PCLD) are presented. Wave propagation approach rather than... O326; Free vibration characteristics of circular cylindrical shell with passive constrained layer damping (PCLD) are presented. Wave propagation approach... |
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| SubjectTerms | Applications of Mathematics Classical Mechanics Constraints Core loss Cylindrical shells Fluid- and Aerodynamics Free vibration Mathematical Modeling and Industrial Mathematics Mathematical models Mathematics Mathematics and Statistics Partial Differential Equations Thin walled shells Viscoelasticity Wave propagation |
| Title | Free vibration of circular cylindrical shell with constrained layer damping |
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