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)