Linear and nonlinear transient vibration analysis of stiffened plate structures
β Scribed by A.H. Sheikh; M. Mukhopadhyay
- Publisher
- Elsevier Science
- Year
- 2002
- Tongue
- English
- Weight
- 352 KB
- Volume
- 38
- Category
- Article
- ISSN
- 0168-874X
No coin nor oath required. For personal study only.
β¦ Synopsis
The spline ΓΏnite strip method has been applied to linear and nonlinear transient vibration analysis of plates and sti ened plates. In this method, spline functions have been used as the displacement interpolation functions in one direction while ΓΏnite element shape functions have been used for that in the other direction. The von Karman's large de ection plate theory has been used and the formulation has been done in total Lagrangian coordinate system. The governing equations have been solved by the Newton-Raphson iteration technique where Newmark's method has been used for the time integration. The sti ener has been elegantly modelled so that it may lie anywhere within the plate strip, which helps to increase the exibility in mesh generation. The formulation has been generalised to cater plates having arbitrary shapes and sti eners having arbitrary orientation and eccentricity. Examples of sti ened and unsti ened plates under di erent loading history as available in the literature have been solved to study the performance and range of applicability of the proposed method.
π SIMILAR VOLUMES
This is the "rst of two companion papers which collectively present a method for the analysis of built-up structures. One such structure is the machinery foundation of a ship which is constructed from a collection of large beams and #exible plates. The heavy vibration sources are supported by the la
Large amplitude flexural vibration characteristics of composite plates under transverse harmonic pressure or periodic in-plane load are investigated here using the shear deformable finite element method. The nonlinear stiffness matrix is formulated based on von K arm an's assumptions to obtain the s
A simplified technique for the dynamic analysis of geometrically nonlinear plate structures is developed. The essence of this technique is the construction of a linear substitute of the nonlinear problem. The linear substitute problem is derived from an equivalence criterion which involves balancing