In this paper, analysis of elastic stability for continuously restrained Euler columns is conducted by means of variational iteration method (VIM). A uniform homogeneous column is assumed to be restrained along its length. The restraint considered in this study is an elastic foundation model in engi
β¦ LIBER β¦
Elastic plate analysis by Euler's variational method
β Scribed by Menachem Gallert; Jacob Gluck
- Book ID
- 102638345
- Publisher
- Elsevier Science
- Year
- 1972
- Weight
- 442 KB
- Volume
- 7
- Category
- Article
- ISSN
- 0007-3628
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β¦ Synopsis
A finite difference method is presented for analysis of elastic plates based on the small displacement theory. The proposed procedure is useful in computer programming, and it permits solution for isotropic and orthotropic plates arbitrary geometrical shape as well as variable thickness, under arbitrary loading. An illustrative example is also given.
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