Large post-buckling of heavy tapered elastica cantilevers and its asymptotic analysis
Complete characteristics of the deformations of a tapered cantilever due to self weight are studied. Explicit stability criteria for pointy tapered columns and numerical results for the blunt columns are given. Asymptotic formulas for large deformations are derived, and the results compare well with...
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| Materialtyp: | Artigo |
| Språk: | Inglês |
| Utgiven: |
Institute of Fundamental Technological Research Polish Academy of Sciences
2012-04-01
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| Serie: | Archives of Mechanics |
| Ämnen: | |
| Länkar: | https://am.ippt.pan.pl/index.php/am/article/view/581 |
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