ASTM A615/A615M-22
Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement
Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement
- Статус документа:
- Действующий
- Формат:
- Электронный (PDF)
- Количество страниц:
- 8
- Дата публикации:
- 1 июля 2022 г.
- Издание:
- A615/A615M
- ICS:
- 77.140.15
ABSTRACT This specification covers deformed and plain carbon-steel bars for concrete reinforcements in cut lengths and coils. Materials considered under this specification are available in Grades 40 [280], 60 [420] and 75 [520]. Steel samples shall be rolled from properly identified heats of mold cast or strand cast steel using electric-furnace, basic-oxygen, or open-hearth. Heat analysis shall be performed wherein steel materials shall conform to required compositions of carbon, manganese, phosphorus and sulfur. Steel specimens shall also undergo tensile tests and shall conform to required values of tensile strength, yield strength, and elongation. Steel samples shall also undergo deformation test, tension test and bend tests. Final products shall be marked by a tag. SCOPE 1.1 This specification covers deformed and plain carbon-steel bars in cut lengths and coils for concrete reinforcement. Annex A2 of this specification covers deformed bars for use for other applications. Steel bars containing alloy additions, such as with the Association for Iron and Steel Technology and the Society of Automotive Engineers series of alloy steels, are permitted if the resulting product meets all the other requirements of this specification. The standard sizes and dimensions of deformed bars and their number designations are given in Table 1. 1.2 Unless specified for use for other applications in Annex A2, bars are of four minimum yield strength levels: namely, 40 000 psi [280 MPa], 60 000 psi [420 MPa], 80 000 psi [550 MPa], and 100 000 psi [690 MPa], designated as Grade 40 [280], Grade 60 [420], Grade 80 [550], and Grade 100 [690], respectively. Note 1: Grade 100 [690] reinforcing bars were introduced in this specification in 2015. In contrast to the lower grades, which have ratios of specified tensile strength to specified yield strength that range from 1.25 to 1.50, Grade 100 [690] reinforcing bars have a ratio of specified tensile strength to specified yield strength of 1.15. Users of this specification should be aware that there will, therefore, be a lower margin of safety and reduced warning of failure following yielding when Grade 100 [690] bars are used in structural members where strength is governed by the tensile strength of the reinforcement, primarily in beams and slabs. As a result of the lower specified tensile strength to specified yield strength ratio of 1.15 for Grade 100 [690], users of this specification should be aware that ACI 318 Type 1 mechanical and welded splice requirements found in many acceptance criteria of 125 % of specified yield strength requirements in tension and compression are not applicable to Grade 100 [690]. Mechanical and welded splices should meet a minimum specified tensile strength of 115 000 psi [790 MPa] for Grade 100 [690]. Note 2: Users of this specification need to be aware that consensus design codes and specifications may not recognize the use of the No. 20 [64] bar, the largest bar included in this specification. Structural members reinforced with No. 20 [64] bars may require approval of the building official or other appropriate authority and require special detailing to ensure adequate performance at service and factored loads. 1.3 Plain bars, in sizes up to and including 21/2 in. [63.5 mm] in diameter in coils or cut lengths, when ordered shall be furnished under this specification in Grade 40 [280], Grade 60 [420], Grade 80 [550], and Grade 100 [690]. For ductility properties (elongation and bending), test provisions of the nearest smaller nominal diameter deformed bar size shall apply. Requirements providing for deformations and marking shall not be applicable. Note 3: Welding of the material in this specification should be approached with caution since no specific provisions have been included to enhance its weldability. When this steel is to be welded, a welding procedure suitable for the chemical composition and intended use or service should be used. T...
Abstract
Overview
ASTM A615/A615M-22 is the internationally recognized standard specification for deformed and plain carbon-steel bars used for concrete reinforcement. Developed by ASTM International, this specification delineates the manufacturing, chemical, and mechanical requirements for carbon-steel bars supplied in both cut lengths and coils. Widely referenced in building codes and adopted in public and private sector construction projects, ASTM A615/A615M-22 ensures minimum performance for reinforcing bars (rebar), supporting structural integrity in reinforced concrete.
This standard includes carbon-steel bars of four minimum yield strength grades: Grade 40 [280 MPa], Grade 60 [420 MPa], Grade 80 [550 MPa], and Grade 100 [690 MPa]. Products may be provided as either deformed (with protrusions to enhance concrete bonding) or plain bars (with a smooth surface).
Key Topics
- Scope and Material Types
- Covers deformed and plain carbon-steel bars for concrete reinforcement
- Bars available in multiple grades based on minimum yield strength
- Applicable to both cut lengths and coils
- Manufacturing and Composition
- Bars must be rolled from identified heats of steel by electric-furnace, basic-oxygen, or open-hearth processes
- Chemical composition must meet specified limits for carbon, manganese, phosphorus, and sulfur
- Mechanical Properties
- Mandatory tensile, yield, and elongation requirements
- Includes bend and deformation tests to assess ductility and structural compliance
- Specific criteria for deformations (spacing, height, and gap) on deformed bars
- Bar Marking and Identification
- Marks must indicate manufacturer, size, steel type, and grade
- Bundles are tagged by heat or test identification number
- Distinct longitudinal marks for higher grades
- Packaging and Test Reporting
- Prescribes packaging, tagging, and reporting methods
- Material test reports must include chemical, tensile, and bend test data
- Special Application Notes
- Cautions regarding welding procedures for rebar
- Special attention for use of largest bar sizes and Grade 100 [690] bar restrictions in certain structural applications
Applications
ASTM A615/A615M-22 is foundational to reinforced concrete construction. Its use is critical for:
- Building Structures: Foundations, beams, columns, slabs, and walls
- Bridges and Highways: Integral for both substructure and superstructure reinforcement
- Civil Engineering Projects: Dams, retaining walls, tunnels, and water infrastructure
- Precast Concrete Elements: Ensures strength and compliance for factory-made concrete products
Compliant carbon-steel rebar under ASTM A615/A615M-22 assures projects meet structural performance and safety standards mandated by model codes such as ACI 318 and DOT requirements. Proper use ensures concrete sections can resist stresses due to loads, temperature changes, and seismic effects.
Related Standards
The following documents are frequently referenced alongside ASTM A615/A615M-22 for rebar and concrete construction:
- ASTM A706/A706M: Specification for low-alloy steel rebar with controlled chemical composition for improved ductility and weldability
- ASTM A370: Test methods for mechanical testing of steel products, including tensile and bend tests
- ASTM A6/A6M: General requirements for rolled structural steel
- ASTM A510/A510M: General requirements for wire rods (covers smaller-diameter plain bars)
- AWS D1.4/D1.4M: Welding code for reinforcing steel
- ACI 318: Building code requirements for structural concrete
- AASHTO M 31: Harmonized with ASTM A615 for highway construction
Practical Value
ASTM A615/A615M-22 ensures uniformity, traceability, and reliability in the supply and use of carbon-steel reinforcing bars worldwide. Engineers, architects, specifiers, contractors, and procurement professionals rely on this standard to specify, purchase, and inspect rebar that meets stringent safety and performance standards, thereby protecting the integrity and lifetime of vital infrastructure and buildings.
Keywords: ASTM A615, rebar standard, carbon-steel bars, concrete reinforcement, deformed bars, plain bars, steel bar specification, structural concrete, tensile strength, yield strength, international standard, construction steel.
Технические детали
- Технический комитет
- A01 - Steel, Stainless Steel and Related Alloys
- SKU
- ASTM A615/A615M-22
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