Детальная информация

Название Magazine of Civil Engineering. — № 2 (118). – 2023.
Организация Санкт-Петербургский политехнический университет Петра Великого
Выходные сведения Санкт-Петербург: СПбПУ, 2023
Коллекция Общая коллекция
Тематика Строительство ; Сопротивление материалов ; Строительная механика ; Строительные материалы
УДК 624.04(051); 69(051); 539.3/.6(051)
Тип документа Другой
Язык Английский
Права доступа Свободный доступ из сети Интернет (чтение, печать, копирование)
Ключ записи RU\SPSTU\edoc\70488
Дата создания записи 19.04.2023

Разрешенные действия

Прочитать Загрузить (10,3 Мб)

Группа Анонимные пользователи
Сеть Интернет
Место доступа Группа пользователей Действие
Локальная сеть ИБК СПбПУ Все
Прочитать Печать Загрузить
Интернет Все
  • title118
  • index
    • Contents
  • 01
    • Performance of waste foundry sand concrete in sulfate environment
      • 1. Introduction
      • 2. Methods
        • 2.1. Materials
        • 2.2. Mix proportioning, casting and curing
        • 2.3. Testing procedure
      • 3. Results and Discussion
        • 3.1. Characterization of material
        • 3.2. Compressive strength
          • 3.2.1. Concrete cured in water
          • 3.2.2. Concrete immersed in 10 % sodium sulfate solution after initial 28 days of water curing
          • 3.2.3. Comparison of compressive strength of concrete cured in 10% sodium sulfate and normal water after initial water curing of 28 days
        • 3.3. Expansion of concrete specimens
          • 3.2.4. Concrete cured in sulfate solution
          • 3.2.5. Comparison of expansion of concrete cured in 10 % Sodium Sulfate and Water
        • 3.4. Chloride ion permeability
          • 3.2.6. Concrete cured in water
          • 3.2.7. Concrete immersed in 10 % sodium sulfate solution after initial 28 days of water curing
          • 3.2.8. Comparison of chloride ion permeability of concrete cured in 10 % sulfate solution and water
        • 3.5. Ultrasonic Pulse Velocity
          • 3.2.9. Concrete cured in water
          • 3.2.10. Concrete immersed in 10 % sodium sulfate solution after initial 28 days of water curing
          • 3.2.11. Comparison of pulse velocity of concrete cured in 10 % sulfate solution and water
        • 3.6. Microstructure Analysis
      • 4. Conclusion
  • 02
    • Long-term strength and porosity of mortars based on ettringite binder
      • 1. Introduction
      • 2. Materials and Methods
        • 2.1. Materials
        • 2.2. Formulation of ettringite mortars
        • 2.3. Research methods
      • 2.3.1. Experimental conditions
      • 2.3.2. Compressive strength and flexural strength
      • 2.3.3. Mercury intrusion porosimetry test
      • 3. Results and Discussion
        • 3.1. Observation of ettringite mortars
        • 3.2. Impact of curing conditions on the mechanical strength
        • 3.3. Impact of curing conditions on the porosity of ettringite mortars
      • 4. Conclusions
  • 03
    • 1. Introduction
    • 2. Materials and Methods
    • 3. Results and Discussion
  • 04
    • Method for determining the thermal fluctuation constants of the generalized Zhurkov equation
      • 1. Introduction
      • 2. Methods
      • 3. Results and Discussion
      • 4. Conclusion
  • 05
    • Experimental behavior of novel GFRP reinforcing bars under compressive loads
      • 1. Introduction
        • 1.1. Case study: new GFRP bars
      • 2. Method
        • 2.1. Specimen dimensions
        • 2.2. Test procedure
      • 3. Results and Discussion
        • 3.1. Mechanical compression test results
        • 3.2. Discussion
          • a) Compressive strength
          • b) Modulus of elasticity.
          • c) Mechanics of failure
          • d) Spacing/unbraced length
      • 4. Conclusions
  • 06
    • Modelling of thin-walled members with restrained torsion considering the section properties
      • 1. Introduction
      • 2. Methods
        • 2.1. Governing equations for 3D thin-walled beams with restrained torsion
      • 3. Results and Discussions
        • 3.1. The assessment of the exact and approximate methods for different value of ka
        • 3.2. Numerical Examples
      • 4. Conclusion
  • 07
    • Regularity of natural oscillations characteristics change of tall earth dams
      • 1. Introduction
      • 2. Theoretical Basis
      • 3. Materials and Methods
      • 4. Results and Discussions
      • 5. Conclusions
  • 08
    • Neural prediction of mechanical properties of fiber-reinforced lightweight concrete containing silica fume and nano-silica
      • 1. Introduction
      • 2. Methods
        • 2.1. Mix designs and specimen fabrication
        • 2.2. Artificial Neural Network (ANN)
        • 2.3. Model description and training
      • 3. Results and Discussion
      • 4. Conclusion
  • 09
    • Heavy-weight concrete with increased early strength
      • 1. Introduction
      • 2. Materials and Methods
      • 3. Results and Discussion
      • 4. Conclusion
  • 10
    • Spatial stress-strain state of earth dams
      • 1. Introduction
      • 2. Methods
        • 2.1. Mathematical model
      • 3. Results and Discussion
      • 4. Conclusions
  • 11
    • Nonlinear vibrations and dynamic stability of viscoelastic anisotropic fiber reinforced plates
      • 1. Introduction
      • 2. Materials and Methods
      • 3. Results and Discussion
      • 4. Conclusions
  • оборот
...