𝔖 Bobbio Scriptorium
✦   LIBER   ✦

Analytical and numerical studies of free vibrations of plate by imaginary-part BEM formulations

✍ Scribed by J.T. Chen; S.Y. Lin; Y.T. Lee; I.L. Chen


Publisher
Elsevier Science
Year
2006
Tongue
English
Weight
970 KB
Volume
293
Category
Article
ISSN
0022-460X

No coin nor oath required. For personal study only.

✦ Synopsis


In this paper, the spurious solution of characteristic equation for the eigenproblems of a circular plate is studied in the continuous and discrete systems. Since any two boundary integral equations in the plate formulation (four equations) can be chosen, 6ðC 4 2 Þ options are considered instead of only two approaches (single-layer and double-layer methods, or singular and hypersingular equations). The occurring mechanism of the spurious solution for the circular plate in the imaginarypart formulations is studied analytically. For the continuous system, degenerate kernels for the fundamental solution and the Fourier series expansion for the boundary density are employed to derive the true and spurious solutions of characteristic equation analytically. For the discrete system, the degenerate kernels for the fundamental solution and circulants resulting from the circular boundary are employed to determine the spurious solution of characteristic equation. It is found that true solution for characteristic equation depends on the specified boundary condition while spurious one is embedded in each formulation. Also, we provide two methods (singular value decomposition updating technique and the Burton and Miller method) to suppress the occurrence of the spurious eigenvalues. A general-purpose program of imaginary-part boundary element method was developed for general cases. Several examples including circular and noncircular cases were demonstrated to check the validity of the formulation.


πŸ“œ SIMILAR VOLUMES


Vibrations of a rectangular orthotropic
✍ R.E Rossi; D.V Bambill; P.A.A Laura πŸ“‚ Article πŸ“… 1998 πŸ› Elsevier Science 🌐 English βš– 45 KB

Transverse vibrations of a rectangular orthotropic plate with a free edge while the others are supported according to four different combinations of boundary conditions are considered in the present paper. The presence of a concentrated mass is also taken into account. In view of the difficulty of s

ANALYTICAL AND NUMERICAL STUDY ON FREE V
✍ M.-Y. KIM; S.-D. KWON; N.-I. KIM πŸ“‚ Article πŸ“… 2000 πŸ› Elsevier Science 🌐 English βš– 218 KB

This study develops an analytical and numerical method for free vertical vibration of suspension bridges including shear deformation and rotary inertia. Under the assumption that the vertical displacement of the main cable is identical to that of the sti!ening girder, the di!erential equation of mot

Free vibration analysis and shape optimi
✍ E. Hinton; M. Γ–zakΓ§a; N.V.R. Rao πŸ“‚ Article πŸ“… 1995 πŸ› Elsevier Science 🌐 English βš– 487 KB

This paper deals with the free vibration analysis of prismatic folded plate and shell structures supported on diaphragms at two opposite edges with the other two edges arbitrarily restrained. The analysis is carried out by using curved, variable thickness finite strips based on Mindlin-Reissner shel

ANALYTICAL AND NUMERICAL STUDY ON SPATIA
✍ M.-Y. KIM; N.-I. KIM; B.-C. MIN πŸ“‚ Article πŸ“… 2002 πŸ› Elsevier Science 🌐 English βš– 421 KB

For spatial free vibration of non-symmetric thin-walled circular curved beams, an accurate displacement field is introduced by defining all displacement parameters at the centroidal axis and three total potential energy functionals are consistently derived by degenerating the potential energy for th