Buckling of a Transversal-Isotropic Spherical Segment under the Flat Base Load
In this paper the problem of the buckling of the transversal-isotropic segment of spherical shell with the different thicknesses under the influence of the load with a flat base is studied. The solution of this problem is based on the theory of the shell of moderate thickness by Paly-Spiro. This the...
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| Format: | article |
| Langue: | EN RU |
| Publié: |
National Academy of Sciences of Belarus, State Scientific Institution “The Joint Institute of Mechanical Engineering"
2013
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| Accès en ligne: | https://doaj.org/article/03c6257f2d78488d840f1edb740c17c4 |
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