A pinned-pinned beam with and without a distributed foundation: A simple exact relationship between their eigenvalues
The body of this paper considers a pinned-pinned Bernoulli-Euler beam, from which the core natural frequencies and critical buckling loads corresponding to in-plane flexure, can be determined easily. The theory is then developed to yield an exact relationship between the static axial load in the bea...
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| Main Authors: | , |
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| Format: | Default Conference proceeding |
| Published: |
2019
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| Subjects: | |
| Online Access: | https://hdl.handle.net/2134/9634814.v1 |
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