Structures strengthened with bonded composites /
Clasificación: | Libro Electrónico |
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Autor principal: | |
Otros Autores: | , |
Formato: | Electrónico eBook |
Idioma: | Inglés |
Publicado: |
Duxford :
Woodhead Publishing,
2020.
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Colección: | Woodhead Publishing series in civil and structural engineering.
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Temas: | |
Acceso en línea: | Texto completo |
Tabla de Contenidos:
- Front Cover
- Structures Strengthened With Bonded Composites
- Copyright Page
- Contents
- Preface
- Symbols
- 1 Fundamental behavior of fiber-reinforced polymers and their bonding technique
- 1.1 Fiber-reinforced polymer constituents
- 1.1.1 General
- 1.1.2 Fibers
- 1.1.3 Matrix materials
- 1.2 Characteristics of fiber-reinforced polymer composites
- 1.2.1 Basic mechanical properties and behavior
- 1.2.1.1 Tensile test method
- 1.2.1.2 Tensile properties of fiber-reinforced polymer composites
- 1.2.2 Property enhancement by hybridization
- 1.2.2.1 Concept
- 1.2.2.2 Effect
- 1.2.2.3 Design method
- 1.2.3 Temperature-dependent behavior
- 1.2.3.1 High-temperature performance
- 1.2.3.2 Low-temperature performance
- 1.2.3.3 Performance under freezing and thawing cycles
- 1.2.4 Time-dependent behavior
- 1.2.4.1 Fatigue behavior
- 1.2.4.2 Creep behavior
- 1.2.5 Durability behavior
- 1.2.5.1 Fiber degradation
- 1.2.5.2 Matrix degradation
- 1.2.5.3 Fiber-reinforced polymer Composites degradation
- 1.2.5.4 Degradation mechanism of fibers and composites
- 1.2.5.5 Enhancement of corrosion resistance
- 1.2.6 Impact behavior
- 1.2.6.1 Damage appearance and mechanism
- 1.2.6.2 Comparison of impact resistance for FRP
- 1.3 Fiber-reinforced polymer bonding technique for the concrete and steel structures
- 1.3.1 Installation procedure
- 1.3.2 Strengthening strategy
- References
- 2 Bond characteristics and debonding mechanism of FRP-concrete interface
- 2.1 Interfacial fractures and debonding modes
- 2.2 Stress transfer and fracture propagation of FRP-concrete joints
- 2.2.1 Fundamental formulas
- 2.2.2 Pull-push joint
- 2.3.2 Factors influencing FRP-concrete interface
- 2.3.2.1 Influence of FRP thickness
- 2.3.2.2 Influence of FRP elastic modulus
- 2.3.2.3 Influence of width of FRP laminates
- 2.3.2.4 Influence of concrete strength
- 2.3.2.5 Influence of FRP effective bond length
- 2.3.2.6 Influence of width of concrete prism
- 2.3.3 Numerical study of bond behavior of FRP-concrete interface
- 2.3.3.1 Experimental observation
- 2.3.3.2 Mode II fracture model (macrorepresentation)
- 2.3.3.3 Mode I fracture model (microrepresentation in concrete)