Book Description
The use of fiber-reinforced polymer (FRP) composite materials has had a dramatic impact on civil engineering techniques over the past three decades. FRPs are an ideal material for structural applications where high strength-to-weight and stiffness-to-weight ratios are required. Developments in fiber-reinforced polymer (FRP) composites for civil engineering outlines the latest developments in fiber-reinforced polymer (FRP) composites and their applications in civil engineering.
Part one outlines the general developments of fiber-reinforced polymer (FRP) use, reviewing recent advancements in the design and processing techniques of composite materials. Part two outlines particular types of fiber-reinforced polymers and covers their use in a wide range of civil engineering and structural applications, including their use in disaster-resistant buildings, strengthening steel structures and bridge superstructures.
With its distinguished editor and international team of contributors, Developments in fiber-reinforced polymer (FRP) composites for civil engineering is an essential text for researchers and engineers in the field of civil engineering and industries such as bridge and building construction.
- Outlines the latest developments in fiber-reinforced polymer composites and their applications in civil engineering
- Reviews recent advancements in the design and processing techniques of composite materials
- Covers the use of particular types of fiber-reinforced polymers in a wide range of civil engineering and structural applications
Table of Contents
- 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
- Abstract:
- 1.1 Introduction
- 1.2 Fibers
- 1.3 Fabrics
- 1.4 Composites
- 1.5 Future trends
- 1.6 Sources of further information and advice
- Chapter 2: Biofiber reinforced polymer composites for structural applications
- Abstract:
- 2.1 Introduction
- 2.2 Reinforcing fibers
- 2.3 Drawbacks of biofibers
- 2.4 Modification of natural fibers
- 2.5 Matrices for biocomposites
- 2.6 Processing of biofiber-reinforced plastic composites
- 2.7 Performance of biocomposites
- 2.8 Future trends
- 2.9 Conclusion
- Chapter 3: Advanced processing techniques for composite materials for structural applications
- Abstract:
- 3.1 Introduction
- 3.2 Manual layup
- 3.3 Plate bonding
- 3.4 Preforming
- 3.5 Vacuum assisted resin transfer molding (VARTM)
- 3.6 Pultruded composites
- 3.7 Automated fiber placement
- 3.8 Future trends
- 3.9 Sources of further information
- 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
- Abstract:
- 7.1 Introduction
- 7.2 The use of fiber-reinforced polymer (FRP) materials in construction
- 7.3 Practical applications in buildings
- 7.4 Future trends
- 7.5 Sources of further information
- Chapter 8: Hybrid fiber-reinforced polymer (FRP) composites for structural applications
- Abstract:
- 8.1 Introduction
- 8.2 Hybrid fiber-reinforced polymer (FRP) reinforced concrete beams: internal reinforcement
- 8.3 Hybrid fiber-reinforced polymer (FRP) composites in bridge construction
- 8.4 Future trends
- 8.5 Sources of further information
- 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
- Abstract:
- 14.1 Introduction
- 14.2 Fiber-reinforced polymer (FRP) applications in bridge structures
- 14.3 Hybrid fiber-reinforced polymer (FRP)-concrete bridge superstructure
- Materials
- Test results
- 14.4 Conclusion
- 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
- Abstract:
- 17.1 Introduction
- 17.2 Review on analysis
- 17.3 Systematic analysis and design methodology
- 17.4 Structural members
- 17.5 Structural systems
- 17.6 Design guidelines
- 17.7 Conclusion
- Index