In this paper, a solution is presented to the buckling problem of a continuous beam resting on a tensionless foundation model that was proposed by Winkler and by Reissner.
Beam on Tensionless Elastic Foundation
β Scribed by Lin, Li; Adams, G. G.
- Book ID
- 121774199
- Publisher
- American Society of Civil Engineers
- Year
- 1987
- Tongue
- English
- Weight
- 589 KB
- Volume
- 113
- Category
- Article
- ISSN
- 0733-9399
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π SIMILAR VOLUMES
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This paper \_rst describes a \_nite element method for the large de~ection analysis of axisymmetric shells and plates on a nonlinear tensionless elastic foundation[ Through the use of discrete data points\ any form of nonlinear elastic foundation behaviour can be easily modelled[ The analysis is the