ACI 440.1R 2015 wERRATA2021
$61.48
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
| Published By | Publication Date | Number of Pages |
| ACI | 2015 | 88 |
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.
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 3 | TITLE PAGE |
| 4 | CHAPTER 1—INTRODUCTION AND SCOPE 1.1—Introduction |
| 5 | 1.2—Scope CHAPTER 2—NOTATION AND DEFINITIONS 2.1—Notation |
| 7 | 2.2—Definitions |
| 8 | CHAPTER 3—BACKGROUND 3.1—Historical development 3.2—History of use |
| 10 | 3.3—Material characteristics |
| 11 | CHAPTER 4—MATERIAL CHARACTERISTICS 4.1—Physical properties |
| 12 | 4.2—Mechanical properties and behavior |
| 13 | 4.3—Time-dependent behavior |
| 15 | 4.4—Effects of high temperatures and fire |
| 16 | CHAPTER 5—DURABILITY 5.1—Accelerated durability testing 5.2—Durability of FRP bars |
| 17 | 5.3—Durability of bond between FRP and concrete |
| 18 | CHAPTER 6—GENERAL DESIGN CONSIDERATIONS 6.1—Design philosophy 6.2—Design material properties CHAPTER 7—FLEXURE 7.1—General considerations |
| 19 | 7.2—Flexural strength |
| 22 | 7.3—Serviceability |
| 26 | 7.4—Creep rupture and fatigue CHAPTER 8—SHEAR 8.1—General considerations 8.2—Shear strength of FRP-reinforced members |
| 28 | 8.3—Detailing of shear stirrups 8.4—Shear strength of FRP-reinforced two-way concrete slabs |
| 29 | CHAPTER 9—SHRINKAGE AND TEMPERATURE REINFORCEMENT 9.1—Minimum FRP reinforcement ratio CHAPTER 10—DEVELOPMENT AND SPLICES OF REINFORCEMENT 10.1—Development of stress in straight bar |
| 31 | 10.2—Development length of bent bar |
| 32 | 10.3—Development of positive moment reinforcement 10.4—Tension lap splice |
| 33 | CHAPTER 11—DESIGN EXAMPLES Example 1—Flexural (moment) strength using equivalent rectangular concrete stress distribution (compression-controlled section) |
| 34 | Example 2—Flexural (moment) strength using equivalent rectangular concrete stress distribution (tension-controlled section) |
| 36 | Example 3—Design of a rectangular beam with tension reinforcement only |
| 38 | Example 4—Design of one-way solid slab |
| 41 | Example 5—Distribution of reinforcement for effective crack control |
| 44 | Example 6—Deflection of a simple-span nonprestressed rectangular beam |
| 47 | Example 7—Creep rupture stress check under sustained loads |
| 48 | Example 8—Design for shear (members subject to shear and flexure only) |
| 51 | Example 9—Development of bars in tension (compression-controlled or transition zone section) |
| 52 | Example 10—Development of bars in tension (tension-controlled section) |
| 53 | Example 11—Shear strength of slab at column support |
| 54 | Example 1M—Flexural (moment) strength using equivalent rectangular concrete stress distribution (compression-controlled section) |
| 56 | Example 2M—Flexural (moment) strength using equivalent rectangular concrete stress distribution (tension-controlled section) |
| 58 | Example 3M—Design of a rectangular beam with tension reinforcement only |
| 60 | Example 4M—Design of one-way solid slab |
| 63 | Example 5M—Distribution of reinforcement for effective crack control |
| 65 | Example 6M—Deflection of a simple-span nonprestressed rectangular beam |
| 68 | Example 7M—Creep rupture stress check under sustained loads |
| 70 | Example 8M—Design for shear (members subject to shear and flexure only) |
| 72 | Example 9M—Development of bars in tension (compression-controlled or transition zone section) |
| 73 | Example 10M—Development of bars in tension (tension-controlled section) |
| 75 | Example 11M—Shear strength of slab at column support |
| 76 | CHAPTER 12—REFERENCES Authored documents |
| 85 | APPENDIX A—SLABS-ON-GROUND A.1—Design of plain concrete slabs A.2—Design of slabs with shrinkage and temperature reinforcement |
