A unified method for the vibration and damping analysis of constrained layer damping cylindrical shells with arbitrary boundary conditions. (15th October 2015)

• Record Type: Journal Article
• Authors: Jin, Guoyong; Yang, Chuanmeng; Liu, Zhigang; Gao, Siyang; Zhang, Chunyu
• Is Part Of: Composite structures. Volume 130(2015)
• Page Start: 124
• Page End: 142
• Publication Date: 2015-10-15
• Subjects: PCLD -- Sandwich shells -- Loss factor -- Elastic restraints -- Damping; Composite construction -- Periodicals; Composites -- Périodiques; 624.18
• DOI: 10.1016/j.compstruct.2015.04.017
• Languages: English
• ISSNs: 0263-8223

Abstract

Abstract: In this paper, an accurate solution is developed for the vibration and damping characteristics of a three-layered passive constrained layer damping (PCLD) cylindrical shell with general elastically restrained boundaries. In this formulation, characteristic equations of the system are derived by using the modified Fourier–Ritz method in conjunction with Donnell shell assumptions and linear viscoelastic theory. Regardless of boundary conditions, the displacements of each layer are expanded as the linear combination of a standard Fourier series and closed-form functions introduced to eliminate all the relevant discontinuities with the displacements and derivatives at the edges. This method can be universally applicable to all classical boundaries, elastic boundaries and their combinations without any special change in the solution procedure. It provides an effective way to investigate the influence of restraints from different directions on the vibration and damping performance of PCLD shells. New results for elastic restraints and intermediate ring supports are presented, which may serve as benchmark solutions. Furthermore, the detailed effects of thickness of layers and shear parameter on natural frequencies and loss factors are also illustrated.