Cylindrical shells and panels subject to bilateral and unilateral contact constraints
Abstract The cylindrical shell-medium (soil or rock) contact problem solution is typically achieved through numerical methods, where the modeling or approximation of the medium’s behavior is usually made considering it as an elastic deformable foundation that does not react to tensile forces (unilat...
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| Main Authors: | , , , |
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| Format: | Article |
| Language: | English |
| Published: |
Fundação Gorceix
2025-03-01
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| Series: | REM: International Engineering Journal |
| Subjects: | |
| Online Access: | http://www.scielo.br/scielo.php?script=sci_arttext&pid=S2448-167X2025000200202&lng=en&tlng=en |
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