Security check
Please login to your personal account to use this feature.
Please login to your authorized staff account to use this feature.
Are you sure you want to empty the cart?
440.2R-17: Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures, First Printing May 2017, 2017
- CHAPTER 1—INTRODUCTION AND SCOPE [Go to Page]
- 1.1—Introduction
- 1.2—Scope
- CHAPTER 2—NOTATION AND DEFINITIONS [Go to Page]
- 2.1—Notation
- 2.2—Definitions
- CHAPTER 3—BACKGROUND INFORMATION [Go to Page]
- 3.1—Historical development
- 3.2—Commercially available externally bonded FRP systems
- CHAPTER 4—CONSTITUENT MATERIALS AND PROPERTIES [Go to Page]
- 4.1—Constituent materials
- 4.2—Physical properties
- 4.3—Mechanical properties
- 4.4—Time-dependent behavior
- 4.5—Durability
- 4.6—FRP systems qualification
- CHAPTER 5—SHIPPING, STORAGE, AND HANDLING [Go to Page]
- 5.1—Shipping
- 5.2—Storage
- 5.3—Handling
- CHAPTER 6—INSTALLATION [Go to Page]
- 6.1—Contractor competency
- 6.2—Temperature, humidity, and moisture considerations
- 6.3—Equipment
- 6.4—Substrate repair and surface preparation
- 6.5—Mixing of resins
- 6.6—Application of FRP systems
- 6.7—Alignment of FRP materials
- 6.8—Multiple plies and lap splices
- 6.9—Curing of resins
- 6.10—Temporary protection
- CHAPTER 7—INSPECTION, EVALUATION, AND ACCEPTANCE [Go to Page]
- 7.1—Inspection
- 7.2—Evaluation and acceptance
- CHAPTER 8—MAINTENANCE AND REPAIR [Go to Page]
- 8.1—General
- 8.2—Inspection and assessment
- 8.3—Repair of strengthening system
- 8.4—Repair of surface coating
- CHAPTER 9—GENERAL DESIGN CONSIDERATIONS [Go to Page]
- 9.1—Design philosophy
- 9.2—Strengthening limits
- 9.3—Selection of FRP systems
- 9.4—Design material properties
- CHAPTER 10—FLEXURAL STRENGTHENING [Go to Page]
- 10.1—Nominal strength
- 10.2—Reinforced concrete members
- 10.3—Prestressed concrete members
- 10.4—Moment redistribution
- CHAPTER 11—SHEAR STRENGTHENING [Go to Page]
- 11.1—General considerations
- 11.2—Wrapping schemes
- 11.3—Nominal shear strength
- CHAPTER 12—STRENGTHENING OF MEMBERS SUBJECTED TO AXIAL FORCE OR COMBINED AXIAL AND BENDING FORCES [Go to Page]
- 12.1—Pure axial compression
- 12.2—Combined axial compression and bending
- 12.3—Ductility enhancement
- 12.4—Pure axial tension
- CHAPTER 13—SEISMIC STRENGTHENING [Go to Page]
- 13.1—Background
- 13.2—FRP properties for seismic design
- 13.3—Confinement with FRP
- 13.4—Flexural strengthening
- 13.5—Shear strengthening
- 13.6—Beam-column joints
- 13.7—Strengthening reinforced concrete shear walls
- CHAPTER 14—FIBER-REINFORCED POLYMER REINFORCEMENT RESULTS [Go to Page]
- 14.1—Bond and delamination
- 14.2—Detailing of laps and splices
- 14.3—Bond of near-surface-mounted systems
- CHAPTER 15—DRAWINGS, SPECIFICATIONS, AND SUBMITTALS [Go to Page]
- 15.1—Engineering requirements
- 15.2—Drawings and specifications
- 15.3—Submittals
- CHAPTER 16—DESIGN EXAMPLES [Go to Page]
- 16.1—Calculation of FRP system tensile properties
- 16.3—Flexural strengthening of an interior reinforced concrete beam with FRP laminates
- 16.4—Flexural strengthening of an interior reinforced concrete beam with near-surface-mounted FRP bars
- 16.5—Flexural strengthening of an interior prestressed concrete beam with FRP laminates
- 16.6—Shear strengthening of an interior T-beam
- 16.7—Shear strengthening of an exterior column
- 16.8—Strengthening of a noncircular concrete column for axial load increase
- 16.9—Strengthening of a noncircular concrete column for increase in axial and bending forces
- 16.11—Lap-splice clamping for seismic strengthening
- 16.12—Seismic shear strengthening
- 16.13—Flexural and shear seismic strengthening of shear walls
- CHAPTER 17—REFERENCES [Go to Page]
- Authored documents
- APPENDIX A—MATERIAL PROPERTIES OF CARBON, GLASS, AND ARAMID FIBERS
- APPENDIX B—SUMMARY OF STANDARD TEST METHODS
- APPENDIX C—AREAS OF FUTURE RESEARCH
- APPENDIX D—METHODOLOGY FOR COMPUTATION OF SIMPLIFIED P-M INTERACTION DIAGRAM FOR NONCIRCULAR COLUMNS [Go to Page]
