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A method is suggested for computing shells stiffened with beams. This described in stresses not, in the usual manner, in displacements. An arbitrary shell is considered. It was necessary to establish conditions inside the shell on the basis of the stress functions and the elastic interaction of the...
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| Main Author: | |
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| Format: | Article |
| Language: | English |
| Published: |
Institute of Fundamental Technological Research
2015-02-01
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| Series: | Engineering Transactions |
| Online Access: | https://et.ippt.pan.pl/index.php/et/article/view/2985 |
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