Semianalytical Lower-Bound Limit Analysis of Domes and Vaults
The calculation of the collapse load of spherical domes is addressed using a semianalytical approach under the hypothesis of small displacements and perfect plasticity. The procedure is based on the numerical approximation of the self-stress that represents the projection of the balance equilibrium...
| Published in: | Applied Sciences |
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| Main Authors: | , , , , |
| Format: | Article |
| Language: | English |
| Published: |
MDPI AG
2022-09-01
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| Subjects: | |
| Online Access: | https://www.mdpi.com/2076-3417/12/18/9155 |