An approximate method for analyzing the free vibration of rectangular plates with a hole of di!erent shapes is proposed. The shapes of the holes are circular, semi-circular, elliptic, square, rectangular, triangular, rhombic, etc. These rectangular plates with a hole can be considered ultimately as
Free vibration analysis of rectangular plate with a hole by means of independent coordinate coupling method
β Scribed by Moon K. Kwak; Sangbo Han
- Publisher
- Elsevier Science
- Year
- 2007
- Tongue
- English
- Weight
- 1023 KB
- Volume
- 306
- Category
- Article
- ISSN
- 0022-460X
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β¦ Synopsis
This paper is concerned with the vibration analysis of a rectangular plate with a rectangular hole or a circular hole. In the previous researches, the effect of the hole is taken into account by subtracting the energies of the hole domain from the total energies of the whole plate. In doing so, the integrals of the functions consisting of the admissible functions based on the plate domain over hole domain lead to complex numerical computations. In this paper, a new methodology called Independent Coordinate Coupling Method (ICCM) was developed, in which the energies corresponding to the rectangular plate domain and the hole domain were derived independently and the two independent coordinates were coupled by imposing kinematic relations. By matching the deflection condition imposed on the expressions, the relationship between the global axes and the local axes can be easily derived and then used to construct the mass and stiffness matrices. The numerical results show the efficacy of the proposed method.
π SIMILAR VOLUMES
The superposition-Galerkin method for analyzing the free vibration of thin isotropic and orthotropic plates as well as transverse-shear deformable plates was introduced in recent years. It has an advantage over the traditional superposition method in that it gives equally accurate results but requir
The method of superposition is exploited to obtain highly accurate analytical type solutions for the free vibration of completely free orthotropic rectangular plates. Eigenvalues for 12 modes are provided for a particular set of problems, representative of reinforced concrete and similar materials,