Fiber-reinforced polymer (FRP) materials have emerged as an alternative for producing reinforcing bars for concrete structures. Fiber-reinforced polymer reinforcing bars offer advantages over steel reinforcement because they are noncorrosive. Some FRP bars are nonconductive as well. Due to other differences in the physical and mechanical behavior of FRP materials versus steel, unique guidance on the engineering and construction of concrete structures reinforced with FRP bars is necessary. Other countries and regions, such as Japan, Canada, and Europe have established design and construction guidelines specifically for the use of FRP bars as concrete reinforcement. This guide offers general information on the history and use of FRP reinforcement, a description of the unique material properties of FRP, and guidelines for the design and construction of structural concrete members reinforced with FRP bars. This guide is based on the knowledge gained from worldwide experimental research, analytical work, and field applications of FRP reinforcement. Keywords: anchorage (structural); aramid fiber; carbon fiber; crack control; concrete construction; concrete slabs; cover; creep rupture; deflections; design examples; durability; fiber-reinforced polymer; flexural strength; glass fiber; moments; reinforced concrete; reinforcement; serviceability; shear strength; spans; strength analysis; stresses; structural concrete; structural design.<\/p>\n
| PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
|---|---|---|---|---|---|---|---|
| 3<\/td>\n | TITLE PAGE <\/td>\n<\/tr>\n | ||||||
| 4<\/td>\n | CHAPTER 1\u2014INTRODUCTION AND SCOPE 1.1\u2014Introduction <\/td>\n<\/tr>\n | ||||||
| 5<\/td>\n | 1.2\u2014Scope CHAPTER 2\u2014NOTATION AND DEFINITIONS 2.1\u2014Notation <\/td>\n<\/tr>\n | ||||||
| 7<\/td>\n | 2.2\u2014Definitions <\/td>\n<\/tr>\n | ||||||
| 8<\/td>\n | CHAPTER 3\u2014BACKGROUND 3.1\u2014Historical development 3.2\u2014History of use <\/td>\n<\/tr>\n | ||||||
| 10<\/td>\n | 3.3\u2014Material characteristics <\/td>\n<\/tr>\n | ||||||
| 11<\/td>\n | CHAPTER 4\u2014MATERIAL CHARACTERISTICS 4.1\u2014Physical properties <\/td>\n<\/tr>\n | ||||||
| 12<\/td>\n | 4.2\u2014Mechanical properties and behavior <\/td>\n<\/tr>\n | ||||||
| 13<\/td>\n | 4.3\u2014Time-dependent behavior <\/td>\n<\/tr>\n | ||||||
| 15<\/td>\n | 4.4\u2014Effects of high temperatures and fire <\/td>\n<\/tr>\n | ||||||
| 16<\/td>\n | CHAPTER 5\u2014DURABILITY 5.1\u2014Accelerated durability testing 5.2\u2014Durability of FRP bars <\/td>\n<\/tr>\n | ||||||
| 17<\/td>\n | 5.3\u2014Durability of bond between FRP and concrete <\/td>\n<\/tr>\n | ||||||
| 18<\/td>\n | CHAPTER 6\u2014GENERAL DESIGN CONSIDERATIONS 6.1\u2014Design philosophy 6.2\u2014Design material properties CHAPTER 7\u2014FLEXURE 7.1\u2014General considerations <\/td>\n<\/tr>\n | ||||||
| 19<\/td>\n | 7.2\u2014Flexural strength <\/td>\n<\/tr>\n | ||||||
| 22<\/td>\n | 7.3\u2014Serviceability <\/td>\n<\/tr>\n | ||||||
| 26<\/td>\n | 7.4\u2014Creep rupture and fatigue CHAPTER 8\u2014SHEAR 8.1\u2014General considerations 8.2\u2014Shear strength of FRP-reinforced members <\/td>\n<\/tr>\n | ||||||
| 28<\/td>\n | 8.3\u2014Detailing of shear stirrups 8.4\u2014Shear strength of FRP-reinforced two-way concrete slabs <\/td>\n<\/tr>\n | ||||||
| 29<\/td>\n | CHAPTER 9\u2014SHRINKAGE AND TEMPERATURE REINFORCEMENT 9.1\u2014Minimum FRP reinforcement ratio CHAPTER 10\u2014DEVELOPMENT AND SPLICES OF REINFORCEMENT 10.1\u2014Development of stress in straight bar <\/td>\n<\/tr>\n | ||||||
| 31<\/td>\n | 10.2\u2014Development length of bent bar <\/td>\n<\/tr>\n | ||||||
| 32<\/td>\n | 10.3\u2014Development of positive moment reinforcement 10.4\u2014Tension lap splice <\/td>\n<\/tr>\n | ||||||
| 33<\/td>\n | CHAPTER 11\u2014DESIGN EXAMPLES Example 1\u2014Flexural (moment) strength using equivalent rectangular concrete stress distribution (compression-controlled section) <\/td>\n<\/tr>\n | ||||||
| 34<\/td>\n | Example 2\u2014Flexural (moment) strength using equivalent rectangular concrete stress distribution (tension-controlled section) <\/td>\n<\/tr>\n | ||||||
| 36<\/td>\n | Example 3\u2014Design of a rectangular beam with tension reinforcement only <\/td>\n<\/tr>\n | ||||||
| 38<\/td>\n | Example 4\u2014Design of one-way solid slab <\/td>\n<\/tr>\n | ||||||
| 41<\/td>\n | Example 5\u2014Distribution of reinforcement for effective crack control <\/td>\n<\/tr>\n | ||||||
| 44<\/td>\n | Example 6\u2014Deflection of a simple-span nonprestressed rectangular beam <\/td>\n<\/tr>\n | ||||||
| 47<\/td>\n | Example 7\u2014Creep rupture stress check under sustained loads <\/td>\n<\/tr>\n | ||||||
| 48<\/td>\n | Example 8\u2014Design for shear (members subject to shear and flexure only) <\/td>\n<\/tr>\n | ||||||
| 51<\/td>\n | Example 9\u2014Development of bars in tension (compression-controlled or transition zone section) <\/td>\n<\/tr>\n | ||||||
| 52<\/td>\n | Example 10\u2014Development of bars in tension (tension-controlled section) <\/td>\n<\/tr>\n | ||||||
| 53<\/td>\n | Example 11\u2014Shear strength of slab at column support <\/td>\n<\/tr>\n | ||||||
| 54<\/td>\n | Example 1M\u2014Flexural (moment) strength using equivalent rectangular concrete stress distribution (compression-controlled section) <\/td>\n<\/tr>\n | ||||||
| 56<\/td>\n | Example 2M\u2014Flexural (moment) strength using equivalent rectangular concrete stress distribution (tension-controlled section) <\/td>\n<\/tr>\n | ||||||
| 58<\/td>\n | Example 3M\u2014Design of a rectangular beam with tension reinforcement only <\/td>\n<\/tr>\n | ||||||
| 60<\/td>\n | Example 4M\u2014Design of one-way solid slab <\/td>\n<\/tr>\n | ||||||
| 63<\/td>\n | Example 5M\u2014Distribution of reinforcement for effective crack control <\/td>\n<\/tr>\n | ||||||
| 65<\/td>\n | Example 6M\u2014Deflection of a simple-span nonprestressed rectangular beam <\/td>\n<\/tr>\n | ||||||
| 68<\/td>\n | Example 7M\u2014Creep rupture stress check under sustained loads <\/td>\n<\/tr>\n | ||||||
| 70<\/td>\n | Example 8M\u2014Design for shear (members subject to shear and flexure only) <\/td>\n<\/tr>\n | ||||||
| 72<\/td>\n | Example 9M\u2014Development of bars in tension (compression-controlled or transition zone section) <\/td>\n<\/tr>\n | ||||||
| 73<\/td>\n | Example 10M\u2014Development of bars in tension (tension-controlled section) <\/td>\n<\/tr>\n | ||||||
| 75<\/td>\n | Example 11M\u2014Shear strength of slab at column support <\/td>\n<\/tr>\n | ||||||
| 76<\/td>\n | CHAPTER 12\u2014REFERENCES Authored documents <\/td>\n<\/tr>\n | ||||||
| 85<\/td>\n | APPENDIX A\u2014SLABS-ON-GROUND A.1\u2014Design of plain concrete slabs A.2\u2014Design of slabs with shrinkage and temperature reinforcement <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" ACI PRC-440.1-15 Guide for the Design and Construction of Structural Concrete Reinforced with Fiber-Reinforced Polymer Bars with ERRATA as of April 22, 2021<\/b><\/p>\n |