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ACI 440.1R 15:2015 Edition

ACI 440.1R 15:2015 Edition

$61.48

440.1R-15 Guide for the Design and Construction of Structural Concrete Reinforced with Fiber-Reinforced Polymer Bars

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

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