The Post-Buckling State of a Multilayered Shell in a Form of a Cylinder Sector Subjected to an Unidirectional Compression and Simultaneous Shear
In the paper are presented the results of theoretical analysis of post-buckling state of a thinwalled, elastic, multilayered shell in a form of a cylindrical sector, subjected to the action of unidirectional compression and simultaneous shear. The shell consists of orthotropic layers and has a symm...
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| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
Institute of Fundamental Technological Research
1979-03-01
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| Series: | Engineering Transactions |
| Online Access: | https://et.ippt.pan.pl/index.php/et/article/view/2011 |
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| Summary: | In the paper are presented the results of theoretical analysis of post-buckling state of a thinwalled, elastic, multilayered shell in a form of a cylindrical sector, subjected to the action of unidirectional compression and simultaneous shear. The shell consists of orthotropic layers and has a symmetric structure. The problem is solved approximately on the basis of the non-linear version of the anisotropic shell theory given by S. A. Ambarcumian, The detailed numerical computations are made for a shell consisting of five orthotropic layers, and results of these computations are presented in the form of diagrams. The numerical computations were made on the ODRA-1204 computer.
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| ISSN: | 0867-888X 2450-8071 |