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May 28, 2022

Specification for Carbon and Glass Fiber-Reinforced Polymer Bar Materials for Concrete Reinforcement (ACI 440.6M-08) 1

Specification for Carbon and Glass Fiber-Reinforced Polymer Bar Materials for Concrete Reinforcement (ACI 440.6M-08)

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Description 1.1This specification describes permitted constituent materials, limits on constituent volumes, and minimum performance requirements for carbon and glass fiber-reinforced polymer (FRP) bars to be used as reinforcement for non prestressed concrete. 1.2 Only carbon and glass FRP bars are covered by thisspecification. 1.3 FRP bars made of more than one fiber type (hybrid FRP) […]

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Specification for Carbon and Glass Fiber-Reinforced Polymer Bar Materials for Concrete Reinforcement (ACI 440.6-08) 2

Specification for Carbon and Glass Fiber-Reinforced Polymer Bar Materials for Concrete Reinforcement (ACI 440.6-08)

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Description 1.1This specification describes permitted constituent materials, limits on constituent volumes, and minimum performance requirements for carbon and glass fiber-reinforced polymer (FRP) bars to be used as reinforcement for non prestressed concrete. 1.2 Only carbon and glass FRP bars are covered by thisspecification. 1.3 FRP bars made of more than one fiber type (hybrid FRP)

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Specification for Construction with Fiber-Reinforced Polymer Reinforcing Bars (ACI 440.5M-08) 3

Specification for Construction with Fiber-Reinforced Polymer Reinforcing Bars (ACI 440.5M-08)

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Description This Specification covers cast-in-place structural concrete reinforced with fiber-reinforced polymer (FRP) bars except where other provisions are specified in the Contract Documents.1.1.2Work not specified—The subjects covered by ACI301 are not in the scope of this Specification. acceptable or accepted—determined to be satisfactory by the Architect/Engineer.acceptance—acknowledgment by Architect/Engineer that submittal or completed work is acceptable.

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Specification for Construction with Fiber-Reinforced Polymer Reinforcing Bars (ACI 440.5-08) 4

Specification for Construction with Fiber-Reinforced Polymer Reinforcing Bars (ACI 440.5-08)

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Description This Specification covers cast-in-place structural concrete reinforced with fiber-reinforced polymer (FRP) bars except where other provisions are specified in the Contract Documents.1.1.2Work not specified—The subjects covered by ACI301 are not in the scope of this Specification. acceptable or accepted—determined to be satisfactory by the Architect/Engineer.acceptance—acknowledgment by Architect/Engineer that submittal or completed work is acceptable.

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Prestressing Concrete Structures with FRP Tendons 5

Prestressing Concrete Structures with FRP Tendons

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Description Fiber-reinforced polymer (FRP) composites have been proposed for use as prestressing tendons in concrete structures. The promise of FRP materials lies in their high-strength, lightweight, noncorrosive, nonconducting, and nonmagnetic properties. In addition, FRP manufacturing, using various cross-sectional shapes and material combinations, offers unique opportunities for the development of shapes and forms that would be

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Guide Test Methods for Fiber-Reinforced Polymer (FRP) Composites for Reinforcing or Strengthening Concrete and Masonry Structures 6

Guide Test Methods for Fiber-Reinforced Polymer (FRP) Composites for Reinforcing or Strengthening Concrete and Masonry Structures

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Description Conventional concrete and masonry structures are rein-forced with nonprestressed steel, prestressed steel, or both. Recently, composite materials made of fibers embedded in a polymeric resin, also known as fiber-reinforced polymer (FRP) composites, have become an alternative to steel reinforcement. Because FRP materials are nonmetallic and noncorrosive, the problems of steel corrosion are avoided with

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Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures 7

Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures

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Description The strengthening or retrofitting of existing concrete structures to resist higher design loads, correct strength loss due to deterioration, correct design or construction deficiencies, or increase ductility has traditionally been accomplished using conventional materials and construction techniques. Externally bonded steel plates, steel or concrete jackets, and external post-tensioning are just some of the many

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Report on Steel Reinforcement—Material Properties and U.S. Availability 8

Report on Steel Reinforcement—Material Properties and U.S. Availability

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Description The material properties of the various types of steel reinforcement produced for use in the U.S. are described. Types of steel reinforcement defined in this report include de formed reinforcing bars, plain and deformed wire, welded wire reinforcement, bar mats, and prestressing reinforcement. The requirements, restrictions, and testing information of pertinent ASTM specifications are

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Types of Mechanical Splices for Reinforcing Bars 9

Types of Mechanical Splices for Reinforcing Bars

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Description In reinforced concrete design, the engineer is faced with sizing individual members and establishing reinforcing steel types, placement requirements, and types of splices that will be used throughout the structure. Design drawings or specifications should clearly show or describe all splice locations and the required performance. The importance and necessity of clearly prescribing splice

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Code Requirements for Load Testing of Existing Concrete Structures (ACI 437.2M-13) and Commentary 10

Code Requirements for Load Testing of Existing Concrete Structures (ACI 437.2M-13) and Commentary

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Description The purpose of this code is to establish the minimum requirements for the test load magnitudes, load test proce-dures, and acceptance criteria applied to existing concrete structures as part of an evaluation of safety and service-ability to determine whether an existing structure requires repair and rehabilitation, to verify the adequacy of repair and rehabilitation

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Code Requirements for Load Testing of Existing Concrete Structures (ACI 437.2-13) and Commentary 11

Code Requirements for Load Testing of Existing Concrete Structures (ACI 437.2-13) and Commentary

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Description The purpose of this code is to establish the minimum requirements for the test load magnitudes, load test proce-dures, and acceptance criteria applied to existing concrete structures as part of an evaluation of safety and service-ability to determine whether an existing structure requires repair and rehabilitation, to verify the adequacy of repair and rehabilitation

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