Aging and durability of FRP composites and nanocomposites /
Aging and Durability of FRP Composites and Nanocomposites focuses on the latest developments in durability and long-term aging studies of composite materials, especially those used in civil and structural engineering applications. The book will be a valuable reference resource for materials scientis...
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| Format: | eBook |
| Language: | English |
| Published: |
Cambridge, MA :
Woodhead Publishing,
2024.
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| Series: | Woodhead publishing series in composites science and engineering
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| Subjects: | |
| Online Access: | Connect to the full text of this electronic book |
Table of Contents:
- Front cover
- Half title
- Series
- Title
- Copyright
- Contents
- Contributors
- Chapter 1 Introduction of fibre-reinforced polymersâpolymer nanocomposites: Applications and durability
- 1.1 Introduction
- 1.2 Polymer nanocomposites
- 1.3 Synthesis of polymer nanocomposites
- 1.4 Applications of polymer composites
- 1.5 Significance of durability study of polymer nanocomposites and fiber-reinforced polymers composites
- 1.6 Conclusion and future aspects
- References
- Chapter 2 Effect of hygrothermal aging and water absorption on polymer composites
- 2.1 Introduction
- 2.2 Water absorbing mechanism of FRPs
- 2.3 Mathematical models in predicting the water absorption of FRPs
- 2.4 Factors influencing the water absorption of composite materials
- 2.4.1 Temperature
- 2.4.2 Fiber composition
- 2.4.3 Void content
- 2.4.4 Fiber orientation
- 2.5 Hygrothermal aging of FRPs based on natural fibers
- 2.6 Methods to improve the water-resistance of FRPs
- 2.6.1 Hybridization
- 2.6.2 Nanofiller addition
- 2.6.3 Chemical treatment
- 2.7 Conclusion
- References
- Chapter 3 Aging of polymer composites in seawater
- 3.1 Introduction
- 3.2 Marine environment simulation
- 3.3 Analysis of fiber-reinforced polymer mechanical properties in seawater environment
- 3.4 Deterioration mechanism
- 3.4.1 Corrosion of fibers
- 3.4.2 Hydrolysis of resin matrix
- 3.4.3 Deterioration of fiber-resin interface
- 3.4.4 Deterioration mechanisms of glass fiber composites and basalt fiber composites
- 3.5 Mechanical properties and durability of micron/nanocomposites
- 3.6 Long-term performance prediction
- 3.7 Conclusion and future aspects
- References
- Chapter 4 Aging of polymer composites in alkaline medium
- 4.1 Introduction
- 4.2 Alkaline classifications and properties
- 4.3 Aging
- 4.4 Aging by alkaline media.
- 4.4.1 Mechanism of action and aging timeline
- 4.4.2 Effects of alkaline aging on the polymer composite structure
- 4.4.3 Effects of alkaline aging on polymer composite physical appearances and stability
- 4.4.4 Effects of alkaline aging on polymer composite mechanical properties
- 4.5 Advantages and disadvantages of polymer composite aging in alkaline media
- 4.6 Conclusion
- Acknowledgment
- References
- Chapter 5 Aging studies of polymer composites in freeze-thaw conditions
- 5.1 Introduction
- 5.2 Frost resistance of concrete with polymer aggregate
- 5.2.1 Frost resistance of lightweight polymer aggregate concrete
- 5.2.2 Frost resistance of concrete containing waste crumb rubber aggregate
- 5.2.3 Frost resistance of concrete containing waste plastic aggregate
- 5.3 Frost resistance of concrete with polymer binder
- 5.3.1 Frost resistance of polymer concrete
- 5.3.2 Frost resistance of polymer-modified concrete
- 5.3.3 Frost resistance of polymer-impregnated concrete
- 5.3.4 Frost resistance of geopolymer and geopolymer concrete
- 5.4 Frost resistance of concrete with polymer admixtures
- 5.4.1 Frost resistance of concrete with chemical polymer admixtures
- 5.4.2 Frost resistance of concrete containing a biomimetic antifreeze polymer admixture
- 5.4.3 Frost resistance of cement-based materials modified with superabsorbent polymers
- 5.5 Frost resistance of polymer-reinforced concrete
- 5.6 Conclusion
- References
- Chapter 6 Durability of polymer composite materials for high-temperature applications
- 6.1 Introduction
- 6.2 Polymers
- 6.2.1 Matrix materials for high-temperature composites
- 6.2.2 Fibers as a reinforcement material for high-temperature composites
- 6.3 Durability of polymer composite material for high-temperature applications
- 6.3.1 Automotive industry
- 6.3.2 Aerospace industry.
- 6.3.3 Railway industry
- 6.3.4 Membrane industry
- 6.3.5 Geopolymer industry
- 6.3.6 Energy industry
- 6.4 Future directions, challenges, and conclusion
- References
- Chapter 7 Natural and synthetic fiber-reinforced polymer composites and their impact on aging under environmental conditions
- 7.1 Introduction
- 7.2 Modification of polymer with natural or synthetic fibers
- 7.3 Aging effect on fiber-reinforced polymers
- 7.3.1 Cellulosic fiber-reinforced polymer materials
- 7.3.2 Starch-based composite
- 7.3.3 Polylactic acid-based composites
- 7.4 Selection of natural and synthetic fibers
- 7.5 Moisture absorption: water adsorption effect
- 7.5.1 Surface treatment of natural fibers
- 7.6 Conclusion
- References
- Chapter 8 Aging and structural integrity studies of carbon fiber-reinforced polymer composites
- 8.1 Introduction
- 8.2 Applications of carbon fiber-reinforced polymer
- 8.3 Manufacturing processes for carbon fiber composites
- 8.3.1 Hand layup and vacuum bagging
- 8.3.2 Pultrusion
- 8.3.3 Filament winding molding
- 8.3.4 Resin transfer molding
- 8.3.5 Press molding
- 8.3.6 Autoclave molding
- 8.3.7 Oven molding
- 8.3.8 Sheet wrap molding
- 8.3.9 Injection molding
- 8.3.10 Additive manufacturing
- 8.4 Aging
- 8.4.1 Chemical aging
- 8.4.2 Physical aging
- 8.4.3 Mechanical degradation
- 8.4.4 Ultraviolet irradiation aging
- 8.4.5 Hygrothermal aging
- 8.4.6 Accelerated aging
- 8.4.7 Thermo-oxidative degradation
- 8.5 Structural integrity
- 8.5.1 Damage mechanisms
- 8.5.2 Structural health monitoring for composite materials
- 8.5.3 A few techniques of structural health monitoring
- 8.6 Conclusion
- References
- Chapter 9 Aging and integrity studies of GFRP composites for civil engineering applications
- 9.1 Introduction.
- 9.2 Glass fiber-reinforced polymer classification and its application in the civil-engineering sector
- 9.2.1 Glass fibers
- 9.2.2 Matrix and glass fiber-reinforced polymer composites
- 9.2.3 Glass fiber-reinforced polymer applications in civil engineering
- 9.3 Interfacial integrity, aging conditions, and glass fiber-reinforced polymer degradation
- 9.3.1 Effect of moist environments
- 9.3.2 Effect of thermal aging and freeze-thaw cycles
- 9.3.3 Effect of alkaline environments
- 9.3.4 Effect of ultraviolet radiation
- 9.3.5 Effect of fatigue loads
- 9.4 Service-life prediction of glass fiber-reinforced polymer composites
- 9.4.1 Prediction based on Arrhenius theory
- 9.4.2 Prediction based on diffusion theory
- 9.5 Design codes and material specifications for glass fiber-reinforced polymer bars
- 9.6 Discussion, challenges, and future research
- 9.7 Conclusion
- Acknowledgment
- References
- Chapter 10 Improving adhesion and interfacial bond durability of epoxy resin for structural applications
- 10.1 Introduction
- 10.2 Methods to improve epoxy adhesion
- 10.2.1 Adherend surface treatments
- 10.2.2 Adhesive modification
- 10.3 Conclusion
- References
- Chapter 11 Combined effect of sustained/cyclic load and environmental conditions on the durability performances of FRP composites
- 11.1 Introduction
- 11.2 Fiber-reinforced polymer bars under the combined effect of load and environment
- 11.2.1 Methods of applying sustained load on fiber-reinforced polymer bars
- 11.2.2 Creep and relaxation behavior of fiber-reinforced polymer bar under sustained load
- 11.2.3 Residual mechanical properties of fiber-reinforced polymer bars under the combined effect of sustained load and environmental conditions
- 11.2.4 Degradation mechanisms of fiber-reinforced polymer bars under the combined effect of sustained load and environment.
- 11.3 Other types of fiber-reinforced polymer composites under the combined effect of sustained load and environmental conditions
- 11.4 Structures strengthened by fiber-reinforced polymer composites under the combined effect of sustained load and environmental conditions
- 11.5 Conclusion and future prospects
- References
- Chapter 12 An overview of the durability and creep of FRP composites for structural applications
- 12.1 Introduction
- 12.2 Durability of fiber-reinforcedamp
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- 12.3 Creep of fiber-reinforcedamp
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- 12.4 Conclusion
- References
- Chapter 13 Morphological analysis of aged composites and nanocomposites
- 13.1 Introduction
- 13.2 Morphology characterization techniques for aged FRPs
- 13.3 Morphology of aged polymer composites
- 13.4 Conclusion and remarks
- References
- Chapter 14 Thermal properties of aged polymer composites
- 14.1 Introduction
- 14.1.1 Metal matrix nanocomposites
- 14.1.2 Ceramic matrix nanocomposites
- 14.1.3 Polymer matrix nanocomposites
- 14.2 Thermoplastic-based nanocomposites
- 14.3 Thermoplastic elastomer-based nanocomposites
- 14.4 Thermoset-based nanocomposites
- 14.5 Epoxy nanocomposite
- 14.6 Epoxy nanocomposite and their aging methods
- 14.7 Conclusion
- References
- Chapter 15 Glass transition temperature as a characteristic of the durability of fiber-reinforced polymer composites
- 15.1 Introduction
- 15.2 Methods of determining glass transition temperature
- 15.3 Models for the determination of relations between Tg and moisture
- 15.4 Summary and discussion
- References
- Chapter 16 Mechanical properties of aged nanocomposites
- 16.1 Introduction
- 16.2 Thermoset-based nanocomposites
- 16.3 Thermoplastic-based nanocomposites
- 16.4 Elastomer-based nanocomposites
- 16.5 Conclusion
- References.