| 1 | Plain Round Reinforcing Bar | ASTM A615/A615M | Grade 40 or Grade 60 | 40 or 60 ksi (275 or 420 MPa) | Uncoated carbon steel | Smooth, round surface | Dowels, ties, hoops, light structural reinforcement, and applications requiring easy bending | Plain bars provide less mechanical bond with concrete than deformed bars and may be restricted for main reinforcement. |
| 2 | Standard Deformed Carbon-Steel Bar | ASTM A615/A615M | Grade 60 | 60 ksi (420 MPa) | Uncoated carbon steel | Transverse ribs and longitudinal ribs | General reinforced-concrete buildings, foundations, bridges, slabs, columns, and beams | A widely specified general-purpose option; confirm bar size, test requirements, chemical limits, and project acceptance standard. |
| 3 | Weldable Low-Alloy Deformed Bar | ASTM A706/A706M | Grade 60 | 60 ksi (420 MPa) | Uncoated low-alloy steel | Deformed ribbed surface | Seismic structures, heavily reinforced members, and projects requiring controlled weldability | Controlled chemistry and enhanced ductility support welding and seismic detailing; welding procedures still require engineering approval. |
| 4 | High-Ductility Ribbed Bar | BS 4449 | B500B | 500 MPa | Uncoated carbon steel | Ribbed, rolled deformation pattern | General building, infrastructure, precast, and reinforced-concrete construction using British or related specifications | Check characteristic strength, ductility class, bond geometry, and certification to the current edition of the specified standard. |
| 5 | Seismic-Ductility Ribbed Bar | BS 4449 | B500C | 500 MPa | Uncoated carbon steel | Ribbed, rolled deformation pattern | Seismic zones, ductile frames, bridges, and structures subject to significant cyclic loading | Higher ductility requirements than B500B make it suitable where seismic or cyclic-load design rules specify Class C reinforcement. |
| 6 | European High-Strength Ribbed Bar | EN 10080 | B500B | 500 MPa | Uncoated weldable steel | Ribbed bar with defined bond geometry | Commercial buildings, industrial facilities, housing, foundations, and European-standard infrastructure | EN 10080 is a product standard; national design rules may define additional requirements for calculation, welding, and conformity assessment. |
| 7 | European Seismic-Ductility Ribbed Bar | EN 10080 | B500C | 500 MPa | Uncoated weldable steel | Ribbed bar with enhanced ductility | Seismic-resistant buildings, bridges, energy facilities, and structures requiring high deformation capacity | Class C generally provides higher ductility than Class B; verify the required elongation and tensile-to-yield ratio in the project specification. |
| 8 | Epoxy-Coated Deformed Bar | ASTM A775/A775M | Usually ASTM A615 or A706 Grade 60 | Normally 60 ksi (420 MPa) | Fusion-bonded epoxy coating | Deformed bar with coated ribs | Bridge decks, parking structures, marine-adjacent concrete, and slabs exposed to deicing salts | Inspect coating continuity, thickness, adhesion, handling damage, patching procedures, and compatibility with bending operations. |
| 9 | Galvanized Deformed Bar | ASTM A767/A767M | Usually ASTM A615 or A706 Grade 60 | Normally 60 ksi (420 MPa) | Hot-dip zinc coating | Deformed bar with zinc coating | Outdoor structures, coastal construction, parking garages, drainage systems, and exposed concrete | Specify zinc coating class or mass, surface preparation, fabrication sequence, and repair requirements after cutting or handling. |
| 10 | Stainless-Steel Reinforcing Bar | ASTM A955/A955M | Commonly Type 304 or Type 316/316L | Varies by grade and product class | Solid stainless steel | Plain or deformed stainless-steel bar | Marine structures, water-treatment facilities, tunnels, chemical environments, and long-life infrastructure | Higher initial cost is offset by strong corrosion resistance; select the stainless grade according to chloride exposure and service-life requirements. |