Hensher / Anselin Fiber-Reinforced-Plastic (FRP) Reinforcement for Concrete Structures

Properties and Applications
1. Auflage 2016
ISBN: 978-1-4832-9143-7
Verlag: Elsevier Science & Techn.
Format: PDF
Kopierschutz: 1 - PDF Watermark

E-Book, Englisch, Band Volume 42, 459 Seiten, Web PDF

Reihe: Developments in Civil Engineering

The use of fiber reinforced plastic (FRP) composites for prestressed and non-prestressed concrete reinforcement has developed into a technology with serious and substantial claims for the advancement of construction materials and methods. Research and development is now occurring worldwide. The 20 papers in this volume make a further contribution in advancing knowledge and acceptance of FRP composites for concrete reinforcement. The articles are divided into three parts. Part I introduces FRP reinforcement for concrete structures and describes general material properties and manufacturing methods. Part II covers a three-continent perspective of current R&D, design and code implementations, and technical organizations' activities. Part III presents an in-depth description of commercially-available products, construction methods, and applications. The work is intended for engineers, researchers, and developers with the objective of presenting them with a world-wide cross-section of initiatives, representative products and significant applications.

Professor David Hensher is the Founding Director of the Institute of Transport and Logistics Studies (ITLS) at The University of Sydney. David is a Fellow of the Australian Academy of Social Sciences, Recipient of the 2009 International Association of Travel Behaviour Research (IATBR) Lifetime Achievement Award in recognition for his long-standing and exceptional contribution to IATBR as well as to the wider travel behaviour community; Recipient of the 2006 Engineers Australia Transport Medal for lifelong contribution to transportation, recipient of the Smart 2013 Premier Award for Excellence in Supply Chain Management, the 2014 Institute of Transportation Engineers (Australia and New Zealand) Transport Profession Award, and the 2016 Award for Outstanding Research as part of the inaugural University of Sydney Vice-Chancellor's Awards for Excellence. David is also the recipient of the 2019 John Shaw Medal which honours an industry champion who has made a lasting contribution to Australia's roads. In 2018 David was selected as one of 25 academics at the University of Sydney who have made a significant impact through engaging with industry and government. He has published over 650 papers in leading international transport and economics journals as well as 16 books. He has over 54,000 citations of his contributions in Google scholar and a Scopus H-index of 65.

Autoren/Hrsg.

Hensher, David A.

Anselin, L.

Inhaltsverzeichnis

1;Front Cover;1
2;Fiber-Reinforced-Plastic (FRP) Reinforcement for Concrete Structures: Properties and Applications;4
3;Copyright Page;5
4;Table of Content;8
5;Preface;6
6;Part I: INTRODUCTORY TOPICS;10
6.1;Chapter 1. FRP reinforcement for prestressed and non-prestressed concrete structures;12
6.1.1;Abstract;12
6.1.2;1. INTRODUCTION;12
6.1.3;2. BOOK ORGANIZATION;13
6.1.4;3. DISCUSSION AND SUMMARY;19
6.1.5;4. REFERENCES;21
6.2;Chapter 2. FRP Reinforcement: Materials and Manufacturing;22
6.2.1;1. INTRODUCTION;22
6.2.2;2. BACKGROUND;23
6.2.3;3. MATERIAL FORMS;23
6.2.4;4. FUNDAMENTALS OF FRP PROCESSING;29
6.2.5;5. CONSTITUENTS;33
6.2.6;6. MANUFACTURING METHODS;46
6.2.7;7. CONCLUSION;57
6.2.8;9. REFERENCES;58
6.3;Chapter 3. Properties of FRP Reinforcements for Concrete;68
6.3.1;Abstract;68
6.3.2;1. INTRODUCTION;68
6.3.3;2. FIBERS, RESINS, FILLERS AND ADDITIVES;70
6.3.4;3. HETEROGENEITY AND ANISOTROPY;71
6.3.5;4. PROPERTIES;72
6.3.6;5. PHYSICAL PROPERTIES;74
6.3.7;6. MECHANICAL PROPERTIES;82
6.3.8;7. CONCLUSION;94
6.3.9;CITED REFERENCES;94
6.3.10;BIBLIOGRAPHY;95
7;Part II: INTERNATIONAL PERSPECTIVE;96
7.1;Chapter 4. A Canadian perspective on R&D, design/codes and technical committees;98
7.1.1;Abstract;98
7.1.2;1. ROLE OF THE CANADIAN SOCIETY FOR CIVIL ENGINEERING;98
7.1.3;2. ROLE OF THE CANADIAN FEDERAL GOVERNMENT;100
7.1.4;3. COMPOSITE MATERIALS IN BRIDGES AND STRUCTURES NETWORK;101
7.1.5;4. CONSTRUCTION PROJECTS;101
7.1.6;5. RESEARCH AND DEVELOPMENT;102
7.1.7;6. FRP PRODUCTION IN CANADA;104
7.1.8;7. DESIGN CODES;104
7.1.9;8. SELECTED ADDRESSES;105
7.1.10;9. REFERENCES;105
7.1.11;10. ACKNOWLEDGEMENTS;106
7.2;Chapter 5. FRP Developments and Applications in Europe;108
7.2.1;Abstract;108
7.2.2;1. INTRODUCTION;108
7.2.3;2. GFRP BARS FOR POST-TENSIONING;108
7.2.4;3. ARAMID FRP ELEMENTS;116
7.2.5;4. VARIOUS DEVELOPMENTS AND APPLICATIONS;120
7.2.6;5. EUROPEAN RESEARCH PROJECTS;121
7.2.7;6. PROSPECTS;122
7.2.8;7. REFERENCES;122
7.3;Chapter 6. An Overview of R&D in Japan;124
7.3.1;Abstract;124
7.3.2;1. HISTORY;124
7.3.3;2. R&D EFFORTS IN UNIVERSITY, GOVERNMENT AND INDUSTRY;125
7.3.4;3. COMMERCIALLY AVAILABLE PRODUCTS;126
7.3.5;4. INSTITUTIONAL EFFORTS;127
7.3.6;5. NATIONAL RESEARCH PROJECT OF JAPAN;128
7.3.7;6. RESEARCH NEEDS;137
7.3.8;7. REFERENCES;137
7.4;Chapter 7. FRP Development in the United States;138
7.4.1;Abstract;138
7.4.2;1. INTRODUCTION AND HISTORICAL DEVELOPMENT;138
7.4.3;2. CHARACTERIZATION OF FRP REINFORCEMENT;140
7.4.4;3. FRP REINFORCEMENT FOR CONCRETE;145
7.4.5;4. FRP REINFORCED CONCRETE;149
7.4.6;5. FRP PRESTRESSED CONCRETE;152
7.4.7;6. DESIGN GUIDELINES;157
7.4.8;7. DEMONSTRATION TESTS AND PROGRAMS;161
7.4.9;8. RESEARCH NEEDS;162
7.4.10;NOTATION;163
7.4.11;REFERENCES;164
8;Part III: FRP REINFORCEMENT PRODUCTS;174
8.1;Part Ill.a: 1-D Reinforcing Systems;174
8.1.1;Chapter 8. Glass FRP Reinforcing Bars for Concrete;176
8.1.1.1;1. INTRODUCTION AND SCOPE;176
8.1.1.2;2. OVERVIEW;177
8.1.1.3;3. MECHANICAL PROPERTIES;182
8.1.1.4;4. THEORETICAL MODELING OF MECHANICAL PROPERTIES;184
8.1.1.5;5. FRP REBAR PERFORMANCE AS CONCRETE REINFORCEMENT;188
8.1.1.6;6. CONCLUSIONS;195
8.1.1.7;7. RECOMMENDATIONS;196
8.1.1.8;8. REFERENCES;197
8.1.2;Chapter 9. Properties and Applications of Vinylon FRP Rod (CLATEC ROD);198
8.1.2.1;Abstract;198
8.1.2.2;1. INTRODUCTION;198
8.1.2.3;2. PVA FIBER FOR CLATEC ROD;199
8.1.2.4;3. PREPARATION OF CLATEC ROD;209
8.1.2.5;4. PROPERTIES OF CLATEC ROD;210
8.1.2.6;5. APPLICATIONS;220
8.1.2.7;Acknowledgements;231
8.1.2.8;References;231
8.1.3;Chapter 10. CFCC (Carbon Fiber Composite Cable);232
8.1.3.1;Abstract;232
8.1.3.2;1. MATERIALS;232
8.1.3.3;2. MANUFACTURING AND QUALITY CONTROL;234
8.1.3.4;3. FRP PROPERTIES;235
8.1.3.5;3.4 Thermal Expansion Coefficient;237
8.1.3.6;4. PERFORMANCE AS REINFORCEMENT;245
8.1.3.7;5. APPLICATIONS;252
8.1.4;Chapter 11. Testing and Applications of Prestressed Concrete Beams wit h CFRP Tendons;258
8.1.4.1;Abstract;258
8.1.4.2;1. INTRODUCTION;258
8.1.4.3;2. BENDING FATIGUE TESTS;258
8.1.4.4;4. OUTLINE OF BUILDING;264
8.1.4.5;5. OUTLINE OF DESIGN;265
8.1.4.6;6. PRESTRESSING WORK;268
8.1.4.7;7. CONCLUSION;273
8.1.4.8;REFERENCES;274
8.1.5;Chapter 12. Technora, an Aramid FRP Rod;276
8.1.5.1;(Abstract);276
8.1.5.2;1. MATERIALS;276
8.1.5.3;2. MANUFACTURE;277
8.1.5.4;3. PROPERTIES;279
8.1.5.5;4. PERFORMANCE AS REINFORCEMENT;286
8.1.5.6;5. PRACTICAL APPLICATIONS;292
8.1.5.7;REFERENCES;298
8.2;Chapter 13. FiBRA;300
8.2.1;Abstract;300
8.2.2;1. MATERIALS USED;300
8.2.3;2. MANUFACTURING AND QUALITY CONTROL METHODS;301
8.2.4;3. PROPERTIES OF FIBRA (1);302
8.2.5;4. DURABILITY;305
8.2.6;5. APPLICATION EXAMPLES OF FIBRA;306
8.2.7;6. THEMES UNDER DEVELOPMENT;311
8.2.8;7. REFERENCES;311
8.3;Chapter 14. GLASS FIBRE PRESTRESSING SYSTEM;314
8.3.1;1. INTRODUCTION;314
8.3.2;2. MATERIAL CHARACTERISTICS;314
8.3.3;3. THE PRESTRESSING TENDON AND ITS ANCHORAGE;321
8.3.4;4. APPLICATIONS;322
8.3.5;5. SENSOR TECHNOLOGY;331
8.3.6;6. TRIAL LOADINGS;335
8.3.7;7. CONCLUSION;340
8.3.8;8. REFERENCES;341
8.4;Chapter 15. Parafil ropes for prestressing applications;342
8.4.1;Abstract;342
8.4.2;1. INTRODUCTION;342
8.4.3;2. DESCRIPTION;342
8.4.4;3. TERMINATION SYSTEM;343
8.4.5;4. DEVELOPMENT OF ROPES;344
8.4.6;5. TESTING;345
8.4.7;6. STRUCTURAL APPLICATIONS OTHER THAN PRESTRESSING;349
8.4.8;7. PRESTRESSING APPLICATIONS;352
8.4.9;8. LINK WITH VSL INTERNATIONAL;358
8.4.10;9. PREDICTIONS FOR FUTURE PRESTRESSING SYSTEMS;358
8.4.11;10. CONCLUSION;359
8.4.12;11. BIBLIOGRAPHY;359
8.5;Part Ill.b: 2-D and 3-D Reinforcing Systems;362
8.5.1;Chapter 16. NEFMAC - Grid Type Reinforcement;364
8.5.1.1;ABSTRACT;364
8.5.1.2;1. INTRODUCTION;364
8.5.1.3;2. MANUFACTURING PROCESS [1];364
8.5.1.4;3. SURVEY OF DEVELOPMENT [2];364
8.5.1.5;4. MATERIAL PROPERTIES OF NEFMAC[5];365
8.5.1.6;5. STRUCTURAL CHARACTERISTICS OF NEFMAC REINFORCED CONCRETE;368
8.5.1.7;6. APPLICATIONS [9];369
8.5.1.8;7. REFERENCES;370
8.5.2;Chapter 17. Three-dimensional fabric reinforcement;396
8.5.2.1;Abstract;396
8.5.2.2;1. INTRODUCTION;396
8.5.2.3;2. THREE-DIMENSIONAL FABRIC;396
8.5.2.4;3. PROPERTIES OF 3D–FRC;398
8.5.2.5;4. EXAMPLES OF 3D–FRC BUILDING PANEL APPLICATIONS;402
8.5.2.6;5. CONCLUSION;408
8.5.2.7;6. ACKNOWLEDGMENTS;412
8.5.2.8;7. REFERENCES;413
8.5.3;Chapter 18. A New Three-Dimensional FRP Reinforcement;414
8.5.3.1;Abstract;414
8.5.3.2;1. INTRODUCTION;414
8.5.3.3;2. THREE-DIMENSIONAL FABRIC FRP REINFORCEMENT;415
8.5.3.4;3. A NEWLY DEVELOPED THREEDIMENSIONAL REINFORCEMENT;415
8.5.3.5;4. MECHANICAL PROPERTIES OF A BE3D REINFORCEMENT;418
8.5.3.6;5. FLEXURAL BEHAVIOR OF A SLAB REINFORCED BY A BE3D REINFORCEMENT;424
8.5.3.7;6. APPLICATIONS;426
8.5.3.8;7. CONCLUSION;427
8.5.3.9;REFERENCES;427
8.6;Part III.c: External Reinforcing Systems;430
8.6.1;Chapter 19. CFRP BONDED SHEETS;432
8.6.1.1;Abstract;432
8.6.1.2;1. INTRODUCTION;432
8.6.1.3;2. STRENGTHENING WITH NON-PRETENSIONED CFRP SHEETS;432
8.6.1.4;3. STRENGTHENING WITH PRETENSIONED CFRP SHEETS AND SHEAR STRENGTHENING;436
8.6.1.5;4. APPLICATIONS;438
8.6.1.6;5. OUTLOOK;442
8.6.1.7;6. REFERENCES;443
8.6.2;Chapter 20. A retrofitting method for reinforced concrete structures using carbon fiber;444
8.6.2.1;1. INTRODUCTION;444
8.6.2.2;2. RETROFIT OF CHIMNEYS;445
8.6.2.3;3. RETROFIT OF BRIDGE COLUMNS;452
8.6.2.4;4. CONCLUSIONS;458
8.6.2.5;ACKNOWLEDGEMENTS;459
8.6.2.6;References;459