Bending Analysis of Rectangular Thick Plates with Partially Clamped Edges Based on Reissner Theory
In structural engineering practice, the problem of thick plate bending occurs in designing shelters, foundations of high-rise buildings, counter-slabs, etc. In such cases, neglecting shear deformation can lead to significant errors in predicted behavior, especially when a plate is subjected to a con...
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| Váldodahkkit: | , , , , |
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| Materiálatiipa: | Artigo |
| Giella: | Inglês |
| Almmustuhtton: |
MDPI AG
2026-04-01
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| Ráidu: | Applied Mechanics |
| Fáttát: | |
| Liŋkkat: | https://www.mdpi.com/2673-3161/7/2/31 |
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