Title page
by N Uddin
Developments in Fiber-Reinforced Polymer (FRP) Composites for Civil Engineering
- Cover image
- Title page
- Table of Contents
- Copyright
- Contributor contact details
- Woodhead Publishing Series in Civil and Structural Engineering
- Introduction
- Part I: General developments
- Chapter 1: Types of fiber and fiber arrangement in fiber-reinforced polymer (FRP) composites
- Chapter 2: Biofiber reinforced polymer composites for structural applications
- Chapter 3: Advanced processing techniques for composite materials for structural applications
- Chapter 4: Vacuum assisted resin transfer molding (VARTM) for external strengthening of structures
- Abstract:
- 4.1 Introduction
- 4.2 The limitations of hand layup techniques
- 4.3 Comparing hand layup and vacuum assisted resin transfer molding (VARTM)
- 4.4 Analyzing load, strain, deflections, and failure modes
- 4.5 Flexural fiber-reinforced polymer (FRP) wrapped beams
- 4.6 Shear and flexural fiber-reinforced polymer (FRP) wrapped beams
- 4.7 Comparing hand layup and vacuum assisted resin transfer molding (VARTM): results and discussion
- 4.8 Case study: I-565 Highway bridge girder
- 4.9 Conclusion and future trends
- 4.10 Acknowledgment
- Chapter 5: Failure modes in structural applications of fiber-reinforced polymer (FRP) composites and their prevention
- Abstract:
- 5.1 Introduction
- 5.2 Failures in structural engineering applications of fiber-reinforced polymer (FRP) composites
- 5.3 Strategies for failure prevention
- 5.4 Non-destructive testing (NDT) and structural health monitoring (SHM) for inspection and monitoring
- 5.5 Future trends
- 5.6 Conclusion
- 5.7 Acknowledgment
- 5.8 Sources of further information
- Chapter 6: Assessing the durability of the interface between fiber-reinforced polymer (FRP) composites and concrete in the rehabilitation of reinforced concrete structures
- Abstract:
- 6.1 Introduction
- 6.2 Interface stress analysis of the fiber-reinforced polymer (FRP)-to-concrete interface
- 6 12 Young’s modulus and shear modulus of beam i, respectively; bi is the width of beam i.
- 6.3 Fracture analysis of the fiber-reinforced polymer (FRP)-to-concrete interface
- 6.4 Durability of the fiber-reinforced polymer (FRP)–concrete interface
- Part II: Particular types and applications
- Chapter 7: Advanced fiber-reinforced polymer (FRP) composites for civil engineering applications
- Chapter 8: Hybrid fiber-reinforced polymer (FRP) composites for structural applications
- Chapter 9: Design of hybrid fiber-reinforced polymer (FRP)/autoclave aerated concrete (AAC) panels for structural applications
- Abstract:
- 9.1 Introduction
- 9.2 Performance issues with fiber-reinforced polymer (FRP)/autoclave aerated concrete (AAC) panels
- 9.3 Materials, processing, and methods of investigation
- 9.4 Comparing different panel designs
- 9.5 Analytical modeling of fiber-reinforced polymer (FRP)/autoclave aerated concrete (AAC) panels
- 9.6 Design graphs for fiber-reinforced polymer (FRP)/ autoclave aerated concrete (AAC) panels
- 9.7 Conclusion
- 9.8 Acknowledgment
- 9.11 Appendix B: symbols
- Chapter 10: Impact behavior of hybrid fiber-reinforced polymer (FRP)/autoclave aerated concrete (AAC) panels for structural applications
- Abstract:
- 10.1 Introduction
- 10.2 Low velocity impact (LVI) and sandwich structures
- 10.3 Materials and processing
- 10.4 Analyzing sandwich structures using the energy balance model (EBM)
- 10.5 Low velocity impact (LVI) testing
- 10.6 Results of impact testing
- 10.7 Analysis using the energy balance model (EBM)
- 10.8 Conclusion
- 10.9 Acknowledgment
- 10.11 Appendix: symbols
- Chapter 11: Innovative fiber-reinforced polymer (FRP) composites for disaster-resistant buildings
- Abstract:
- 11.1 Introduction
- 11.2 Traditional and advanced panelized construction
- 11.3 Innovative composite structural insulated panels (CSIPs)
- 11.4 Designing composite structural insulated panels (CSIPs) for building applications under static loading
- 11.5 Composite structural insulated panels (CSIPs) as a disaster-resistant building panel
- 11.6 Conclusion
- 11.7 Acknowledgment
- Chapter 12: Thermoplastic composite structural insulated panels (CSIPs) for modular panelized construction
- Abstract:
- 12.1 Introduction
- 12.2 Traditional structural insulated panel (SIP) construction
- 12.3 Joining of precast panels in modular buildings
- 12.4 Manufacturing of composite structural insulated panels (CSIPs)
- 12.5 Connections for composite structural insulated panels (CSIPs)
- 12.6 Conclusion
- 12.7 Acknowledgment
- Chapter 13: Thermoplastic composites for bridge structures
- 13.1 Introduction
- 13.2 Manufacturing process for thermoplastic composites
- 13.3 Bridge deck designs
- 13.4 Design case studies
- 13.5 Comparing bridge deck designs
- 13.6 Prefabricated wraps for bridge columns
- 13.7 Compression loading of bridge columns
- 13.8 Impact loading of bridge columns
- 13.9 Conclusion
- 13.10 Acknowledgment
- Chapter 14: Fiber-reinforced polymer (FRP) composites for bridge superstructures
- Chapter 15: Fiber-reinforced polymer (FRP) composites for strengthening steel structures
- Abstract:
- 15.1 Introduction
- 15.2 Conventional repair techniques and advantages of fiber-reinforced polymer (FRP) composites
- 15.3 Flexural rehabilitation of steel and steel-concrete composite beams
- 15.4 Bond behavior
- 15.5 Repair of cracked steel members
- 15.6 Stabilizing slender steel members
- 15.7 Case studies and field applications
- 15.8 Future trends
- 15.9 Sources of further information
- Chapter 16: Fiber-reinforced polymer (FRP) composites in environmental engineering applications
- Abstract:
- 16.1 Introduction
- 16.2 Advantages and environmental benefits of fiber-reinforced polymer (FRP) composites
- 16.3 Fiber-reinforced polymer (FRP) composites in chemical environmental applications
- 16.4 Fiber-reinforced polymer (FRP) composites in sea-water environment
- 16.5 Fiber-reinforced polymer (FRP) composites in coal-fired plants
- 16.6 Fiber-reinforced polymer (FRP) composites in mining environments
- 16.7 Fiber-reinforced polymer (FRP) composites for modular building of environmental durability
- 16.8 Fiber-reinforced polymer (FRP) wraps
- 16.9 Recycling composites
- 16.10 Green composites
- 16.11 Durability of composites
- 16.12 Design codes and specifications
- 16.13 Future trends
- 16.14 Acknowledgment
- Chapter 17: Design of all-composite structures using fiber-reinforced polymer (FRP) composites
- Index
-
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