| Autor: |
Sungat Akhazhanov, Daniyar Baltabai, Bayan Nurlanova |
| Rok vydání: |
2022 |
| Zdroj: |
Technobius. 2:0014 |
| ISSN: |
2789-7338 |
| DOI: |
10.54355/tbus/2.1.2022.0014 |
| Popis: |
Loads cause vertical movements of the foundations of all the structures. Their magnitude determines the building safe operation. A closed analytical solution to the problem of the linear elastic theory for the distribution of stresses and strains in a homogeneous isotropic elastic foundation has been presented. The article considers the calculation of the stress-strain state of an elastic half-plane by the method in displacement functions. The theory of calculating an elastic half-plane has been built. New formulas have been are found that determine displacements and stresses at any points of an elastic foundation. An example of calculating an elastic half-plane under the action of a normal and tangential loads has been given. |
| Databáze: |
OpenAIRE |
| Externí odkaz: |
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