Advanced Polymer Composites and Polymers in the Civil Infrastructure

Hollaway, L.C.

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Table of contents
  • Advanced Polymer Composites and Polymers in the Civil Infrastructureiii
  • Copyright Pageiv
  • Contentsxi
  • Forewordv
  • Prefacevii
  • About the authorsix
  • Chapter 1. Introduction1
  • Section I: DESIGN5
  • Chapter 2. Advanced polymer composite materials and their components7
  • 2.1. Introduction7
  • 2.2. Design for cost effectiveness7
  • 2.3. Mechanism of reinforcement of fibre reinforced polymer8
  • 2.4. Matrices8
  • 2.5. Properties of the polymer matrix material12
  • 2.6. Fibres18
  • 2.7. Advanced polymer composites26
  • 2.8. Fibre and fibre composite materials for strengthening conventional materials26
  • 2.9. Synthetic fibre material types and their characteristics29
  • 2.10. Properties of synthetic fibres32
  • 2.11. References35
  • Chapter 3. Manufacture and properties of advanced polymer composites relevant to civil engineering37
  • Part 1: Methods of manufacture of advanced composites relevant to civil engineering37
  • 3.1. Introduction37
  • 3.2. The processing methods for the manufacturing of thermosetting and thermoplastic polymer composi38
  • Part 2: Mechanical and in-service properties of advanced composites51
  • 3.3. Mechanical properties51
  • 3.4. References85
  • 3.5. Bibliography87
  • Chapter 4. Limit state design89
  • 4.1. Introduction89
  • 4.2. Limit state design of composite structures89
  • 4.3. Limit states91
  • 4.4. Method of partial coefficients91
  • 4.5. Factors affecting design of FRP material93
  • 4.6. Material partial safety factor for composite materials96
  • 4.7. Design guidelines98
  • 4.8. Details of Level 1 reliability methods98
  • 4.9. Details of Level 2 reliability methods99
  • 4.10. Simplified relationship between partial safety factors and design variable uncertainty100
  • 4.11. Serviceability criteria101
  • 4.12. Limit state design of connections102
  • 4.13. Eurocomp partial material factor guidelines103
  • 4.14. Other relevant work104
  • 4.15. References105
  • 4.16. Bibliography105
  • Section II: APPLICATIONS107
  • Chapter 5. FRP Strengthening and repair of reinforced concrete systems109
  • 5.1. Introduction109
  • 5.2. Current state of FRP strengthening of structures110
  • 5.3. Structural adhesives112
  • 5.4. Environmental effects on adhesives115
  • 5.5. Fire related to adhesives116
  • 5.6. Steel plate bonding for flexural upgrading116
  • 5.7. Composite materials used in plate bonding118
  • 5.8. Surface preparation of adherends120
  • 5.9. Structural strengthening of concrete beams using unstressed composite material124
  • 5.10. Structural strengthening of concrete beams using prestressed plates127
  • 5.11. Failure modes of composite plated beams130
  • 5.12. Basic design guidance for plate bonding131
  • 5.13. References155
  • 5.14. Bibliography158
  • Chapter 6. Advanced polymer composite reinforcement for concrete construction161
  • 6.1. Introduction161
  • 6.2. Composite cables for long span bridges161
  • 6.3. CFRP Cables163
  • 6.4. The aramid rope systems166
  • 6.5. GFRP cable stay tubes170
  • 6.6. Non-metallic reinforcement for concrete construction171
  • 6.7. Various manufacturing techniques by industrial firms180
  • 6.8. Fibre composite tendons for pre-stressing/reinforcing concrete183
  • 6.9. References184
  • 6.10. Bibliography186
  • Chapter 7. Geotechnical applications187
  • 7.1. Introduction187
  • 7.2. Geosynthetic material types and their characteristics188
  • 7.3. Ground anchors: soil nails and rock bolts215
  • 7.4. References220
  • 7.5. Bibliography220
  • Chapter 8. Applications in advanced polymer composite constructions221
  • 8.1. Introduction221
  • 8.2. New polymer composite building systems222
  • 8.3. Building structures223
  • 8.4. Offshore structures228
  • 8.5. FRP composite marine piling233
  • 8.6. Bridge structures235
  • 8.7. Composite enclosures and aerodynamic fairings for bridges248
  • 8.8. Upgrading structures250
  • 8.9. Vehicle side-guard rails and road-side barriers266
  • 8.10. Hybrid FRP/concrete members268
  • 8.11. Concrete-filled tubular compressive members272
  • 8.12. FRP composite/concrete beams for short and medium span bridge276
  • 8.13. Observations283
  • 8.14. References283
  • 8.15. Bibliography286
  • Chapter 9. The future for the advanced polymer composite in the civil infrastructure287
  • 9.1. Introduction287
  • 9.2. Current trends288
  • 9.3. Future trends290
  • 9.4. The future292
  • Glossary293
  • Author Index301
  • Subject Index307
Book details
  • Vendor Elsevier S & T
  • SKU 9780080436616
  • ISBN-13 9780080526430
  • Author Hollaway, L.C.
  • Category Technology & Engineering
  • Subject Materials Science

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In recent years, the fabrication technologies for the production of advanced polymer composites have been revolutionised by sophisticated manufacturing techniques. These methods have enabled polymer composite materials to produce good quality laminates with minimal voids and accurate fibre alignment.
This book familiarises and provides a background to the understanding and use of advanced polymer composites in the civil infrastructure; numerous examples have been provided to illustrate the use and versatility of the material. Furthermore, the book discusses the current fabrication techniques, design methods and formulae for the design of structural composite systems. In addition it discusses the fundamentals of geosynthetics used in geotechnical engineering. The book introduces the fibres and matrices that are used to manufacture composites, their mechanical and in-service properties and their long term loading characteristics; all these properties are specifically associated with the construction industry. The chapters then discuss the design aspects for 'all composite' units, as well as systems used for the renewal of civil infrastructure. Finally, the book demonstrated the unique possibilities of combining composites with conventional materials to form units in which the various materials making up the unit are loaded in the mode that specifically suits their mechanical characteristics.