MODELLING THE VIBRATION BEHAVIOUR OF INFINITE STRUCTURES BY FEM
โ Scribed by C. WANG; J.C.S. LAI
- Book ID
- 102610113
- Publisher
- Elsevier Science
- Year
- 2000
- Tongue
- English
- Weight
- 207 KB
- Volume
- 229
- Category
- Article
- ISSN
- 0022-460X
No coin nor oath required. For personal study only.
โฆ Synopsis
In vibration power #ow analysis, often the vibration behaviour of in"nite structures is required. The modelling of in"nite structures using the "nite element method has been discussed. By considering the impedance of a "nite beam and "nite plate, theoretical formulae for a spring}damper combination to match these impedances are derived. Examples are given for a rather short (200 mm) beam and a small (400 mm diameter) plate with spring}dampers applied to the edges of the structures using the "nite element method. Results of the driving point mobility indicate that these "nite structures simulate an in"nite beam and an in"nite plate very well. Furthermore, the surface mobility of an in"nite plate over a square contact area subject to a uniform conphase force excitation has been calculated successfully using just under 8 times fewer elements than a previous study.
๐ SIMILAR VOLUMES
## Abstract In this paper, the implementation of a 3โD parallel CFD code using the meshless method. Reproducing Kernel Particle Method (RKPM) is described. A novel procedure for implementing the essential boundary condition using the hierarchical enrichment method is presented. The Total Arbitrary
Steel corrosion in reinforced concrete structures leads to severe degradation processes which usually affect both the ultimate and serviceability limit state performance of the whole construction. Numerical modelling of such a behaviour requires effective non linear models able to capture all the ma