Details
| Title | Layer model of elasticity modulus prediction for lightweight concretes // Magazine of Civil Engineering. – 2021. – № 6 (106). — С. 10611 |
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| Creators | Korolev A. S. ; Vatin N. |
| Imprint | 2021 |
| Collection | Общая коллекция |
| Subjects | Строительство ; Строительные материалы и изделия ; lightweight concrete ; elastic modulus of concrete ; prediction of elastic modulus ; plastic deformations ; layered models ; deformation properties of concrete ; легкие бетоны ; модули упругости бетонов ; прогнозирование модулей упругости ; пластические деформации ; послойные модели ; деформационные свойства бетонов |
| UDC | 691 |
| LBC | 38.3 |
| Document type | Article, report |
| Language | English |
| DOI | 10.34910/MCE.106.11 |
| Rights | Свободный доступ из сети Интернет (чтение, печать, копирование) |
| Record key | e1e96bdf-2172-4b35-8011-d478de6cde79 |
| Record create date | 1/10/2022 |
Reducing the structures’ weight is one of the basic approaches to improving the efficiency of construction. There are many developments in this area, especially with lightweight concretes. One of the problems for structural lightweight concrete is a fairly low modulus of elasticity and increased plastic deformations in extreme conditions due to the high porosity of the lightweight aggregates. Therefore, the assessment and prediction of the deformative properties of lightweight concretes is an urgent scientific task on a par with heavy concretes. Our previous work proved the performance of the layer calculation model for heavy concretes. In this research, we attempted to test the layer model when calculating the deformative properties of concretes containinglightweight aggregates.
| Network | User group | Action |
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| ILC SPbPU Local Network | All |
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| Internet | All |
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- Layer model of elasticity modulus prediction for lightweight concretes
- 1. Introduction
- 2. Materials and Methods
- 3. Results and Discussion
- 4. Conclusion
- 5. Acknowledgment
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