ForMatter/Materials/metal/Steel Reinforcing Bar (Deformed Rebar, ASTM A615 / EN 10080)
mat_steel_rebar_deformed

Steel Reinforcing Bar (Deformed Rebar, ASTM A615 / EN 10080)

hot-rolled deformed reinforcement steel, structural concrete grade · rebar, reinforcing bar, deformed bar, ASTM A615 Grade 60, ASTM A615 Grade 80, EN 10080 B500B, epoxy-coated rebar, ECR, stainless rebar

The grid of ribbed steel bars buried inside every reinforced-concrete slab, beam, column, foundation, bridge deck, sidewalk, retaining wall, and tilt-up panel. Concrete is strong in compression but weak in tension; rebar carries the tension load that concrete can't. The ribs (the 'deformations' rolled onto the bar at the mill) are how the steel grips the surrounding concrete — pull the bar without ribs and it slips out; pull the bar with ribs and the bond carries the load to the bar's full yield strength. Common sizes run from #3 (10 mm) through #11 (36 mm) in the US, with metric sizes from 10 mm through 50 mm internationally. Painted epoxy coating goes on bridge decks and marine work where rust would crack the cover concrete; uncoated black bar is the global default everywhere else.

Hot-rolled low-carbon to low-alloy steel reinforcement bar with rolled-on transverse rib deformations for mechanical bond to surrounding concrete. The principal North American specifications are ASTM A615 (carbon-steel rebar, the dominant grade) and ASTM A706 (low-alloy weldable rebar, ductility-controlled, used in seismic regions and welded reinforcement); the international counterpart is EN 10080 (with national grades B500A, B500B, B500C). ASTM A615 grades by yield strength: Grade 40 (280 MPa, legacy), Grade 60 (420 MPa, the modern dominant grade), Grade 80 (550 MPa, high-strength), Grade 100 (690 MPa, specialty seismic). Tensile strength is 1.25–1.5× the yield. Bar size designations: US #3 to #18 (3/8 inch to 2-1/4 inch nominal diameter, in 1/8-inch increments by number); European 6, 8, 10, 12, 14, 16, 20, 25, 32, 40, 50 mm. Carbon content 0.30–0.45% for A615 Grade 60, with manganese 0.5–1.5% — a steel composition tuned for hot-rolling consistency and adequate weldability without alloying cost. Density 7860 kg/m³, modulus 200 GPa, all the same as any low-carbon steel. Surface options: bare hot-rolled black bar (the default); fusion-bonded epoxy coating per ASTM A775 (green or purple, the bridge-deck and marine standard); galvanized per ASTM A767; stainless rebar per ASTM A955 (Type 2304, 304 SS, 316 SS, dual-phase 2205) for highest-corrosion-service applications such as coastal piers and aggressive-deicing environments. Bond mechanics are standardized: each rib's height, spacing, and angle is specified by ASTM A615 to ensure development length predictability — the rebar's 'grip' on concrete is a designed property, not an emergent one. Welding is restricted: A615 carbon rebar is not metallurgically tuned for weldability, and field-welded rebar splices are restricted to A706 grade, with mechanical couplers (Lenton, Bartec, Erico) the preferred non-welded alternative for splicing #11 and larger. Production is dominated by electric-arc-furnace mini-mills using scrap-steel feedstock — rebar is among the most-recycled-content steel products in industrial use, often 90+ percent recycled.

mechanical

  • yield_strength_mpa420
  • tensile_strength_mpa620
  • elastic_modulus_gpa200
  • elongation_pct12
source: ASTM A615 Grade 60; AISC Steel Construction Manual; CRSI Manual of Standard Practice

thermal

  • melting_point_c1515
  • thermal_conductivity_w_mk51.9
source: MakeItFrom (low-carbon steel)

physical

  • density_kg_m37860
source: ASM Handbook Vol. 1; MakeItFrom

Sustainability

  • embodied carbon kg co2e per kg0.85
  • sourceEditorial estimate from EAF (electric-arc-furnace) mini-mill rebar production with 90+ percent recycled scrap content — among the lowest cradle-to-gate carbon loads of any structural steel product. World Steel Association average for EAF rebar is 0.5–1.0 kg CO2e/kg; integrated BF-BOF rebar is 1.8–2.2 kg CO2e/kg.
  • embodied carbon recycled kg co2e per kg0.55
  • recyclabilityvery high — rebar is the most-recycled steel product in industrial use; magnetic separation from demolished concrete is trivial, and the mini-mill EAF route reuses the recovered scrap directly into new rebar
  • biodegradableFalse
  • certificationsASTM A615 / A615M — Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement, ASTM A706 / A706M — Standard Specification for Deformed and Plain Low-Alloy Steel Bars for Concrete Reinforcement, ASTM A775 — Standard Specification for Epoxy-Coated Steel Reinforcing Bars, ASTM A955 — Standard Specification for Deformed and Plain Stainless-Steel Bars for Concrete Reinforcement, EN 10080 — Steel for the reinforcement of concrete — Weldable reinforcing steel — General
  • localityglobally produced by mini-mill networks — dominant US producers Nucor, Commercial Metals (CMC), Gerdau Long Steel North America; European producers Celsa, ArcelorMittal Long, Ferriere Nord. Rebar is intentionally a regional product because of shipping cost relative to material cost — most rebar travels less than 500 km from mill to job site.
visual
matte black hot-rolled scale on bare bar; fusion-bonded epoxy coating in distinctive forest-green (ASTM standard) or purple (Canadian standard); the rolled rib pattern is unmistakable — short transverse ribs at a regular helical angle along the bar, with longitudinal lines marking grade and mill of origin. Stainless rebar reads as bright satin-gray. The rust patina that develops on bare bar is structurally tolerated until it begins to delaminate as scale.
tactile
the ribs are the tactile signature — running a thumb down a length of #4 bar registers each rib as a distinct ridge
weight perception
heavy for the volume — a 6-meter length of #5 (16 mm) bar weighs about 11 kg, and a tied mat of bar in a typical slab carries the slab's mass once the concrete is poured
acoustic
ringing high tap when struck; the canonical 'rebar tap' is the audit tool used to find rebar in cured concrete (rebar locator and impact-echo testing rely on the acoustic and electromagnetic contrast)
Adrian Forty (living — quote)

It was out of the relatively small-scale, craft-based operation of concrete construction that the next significant development, steel reinforcement, emerged. The story here was marked by an almost total absence of theory, and was conducted by inserting pieces of iron and steel into the concrete and hoping for the best. Architects and engineers showed no interest in these developments at all, remaining largely aloof and indifferent to them long after they had become accepted within the building trade.

Forty, *Concrete and Culture: A Material History* (Reaktion Books, 2012), Chapter 1, 'Mud and Modernity,' on the late-nineteenth-century invention of reinforced concrete as an empirical builder's-yard development rather than an engineered one. Forty traces the lineage from Joseph Monier's 1867 reinforced-flowerpot patent through the Hennebique system (1892) — bar-and-stirrup geometries arrived at by trial-and-error before any of the load-transfer mathematics was worked out. Adrian Forty (b. 1948) is Emeritus Professor of Architectural History at the Bartlett, UCL; verified living 2026-04-28.
Adrian Forty (living — quote)

Steel, lightweight, wholly reliant upon specialists from outside the traditional building trades, had many advantages in the modernity stakes over reinforced concrete — heavy, reliant upon carpenters to make the formwork, and with a need for much unskilled labour to realize it.

Forty, *Concrete and Culture* (Reaktion Books, 2012), Chapter 1, 'Mud and Modernity.' The contrast with structural-steel construction is what makes rebar — and the bar-tying labour that places it — central to Forty's argument that reinforced concrete is at once modern and pre-modern: the steel reinforcement embodies the modern, the formwork carpentry and the unskilled bar-tying embody the traditional.

PBR starter values

finish · metallic — open for table, JSON, host snippets, downloads

Principled BSDF defaults derived from the sphere metallic finish. Reasonable seed for Blender, Substance, Keyshot, Rhino — tune per material. Or grab the whole library at once: ForMaterials library →

# finish:                   metallic
albedo                      #403832
metallic                    1.00
roughness                   0.25
ior                         1.45
transmission                0.00
clearcoat                   0.00
sheen                       0.00
anisotropic                 0.00
copy as JSON
{
  "albedo": "#403832",
  "metallic": 1.0,
  "roughness": 0.25,
  "ior": 1.45,
  "transmission": 0.0,
  "clearcoat": 0.0,
  "sheen": 0.0,
  "anisotropic": 0.0
}
Blender 4.x Python
# Blender 4.x — Principled BSDF
# Steel Reinforcing Bar (Deformed Rebar, ASTM A615 / EN 10080) · finish: metallic
import bpy
mat = bpy.data.materials.new(name="mat_steel_rebar_deformed")
mat.use_nodes = True
bsdf = mat.node_tree.nodes["Principled BSDF"]
bsdf.inputs["Base Color"].default_value         = (0.0513, 0.0395, 0.0319, 1.0)
bsdf.inputs["Metallic"].default_value           = 1.000
bsdf.inputs["Roughness"].default_value          = 0.250
bsdf.inputs["IOR"].default_value                = 1.450
bsdf.inputs["Transmission Weight"].default_value = 0.000
bsdf.inputs["Coat Weight"].default_value        = 0.000
bsdf.inputs["Sheen Weight"].default_value       = 0.000
bsdf.inputs["Anisotropic"].default_value        = 0.000
KeyShot Python (lux)
# KeyShot 11+ — lux Python API, Generic material
# Steel Reinforcing Bar (Deformed Rebar, ASTM A615 / EN 10080) · finish: metallic
# Run from Window → Scripting Console
import lux
mat = lux.createMaterial(name="mat_steel_rebar_deformed", materialType="Generic")
mat.setProperty("diffuse",      (64, 56, 50))   # 8-bit sRGB
mat.setProperty("metallic",     1.000)
mat.setProperty("roughness",    0.250)
mat.setProperty("indexOfRefraction", 1.450)
mat.setProperty("transparency", 0.000)
mat.setProperty("coatingWeight", 0.000)
Substance pbrMetalRough
{
  "_format": "Substance Designer / Painter \u2014 pbrMetalRough constants",
  "_about": "Steel Reinforcing Bar (Deformed Rebar, ASTM A615 / EN 10080) \u00b7 finish: metallic",
  "baseColor": {
    "r": 0.0513,
    "g": 0.0395,
    "b": 0.0319
  },
  "metallic": 1.0,
  "roughness": 0.25,
  "ior": 1.45,
  "opacity": 1.0,
  "anisotropyLevel": 0.0,
  "_notes": "Channels listed are the standard Substance pbrMetalRough output. Drop into a Uniform Color node per channel, or as the constant input on a layered stack."
}
glTF 2.0 Metallic-Roughness
{
  "asset": {
    "version": "2.0",
    "generator": "ForMatter"
  },
  "materials": [
    {
      "name": "mat_steel_rebar_deformed",
      "pbrMetallicRoughness": {
        "baseColorFactor": [
          0.0513,
          0.0395,
          0.0319,
          1.0
        ],
        "metallicFactor": 1.0,
        "roughnessFactor": 0.25
      },
      "extensions": {
        "KHR_materials_ior": {
          "ior": 1.45
        }
      }
    }
  ]
}
USD Preview Surface
# USD Preview Surface — UsdShade.MaterialLook prim attributes
# Steel Reinforcing Bar (Deformed Rebar, ASTM A615 / EN 10080) · finish: metallic
def Material "mat_steel_rebar_deformed" {
    token outputs:surface.connect = </mat_steel_rebar_deformed/PreviewSurface.outputs:surface>

    def Shader "PreviewSurface" {
        uniform token info:id = "UsdPreviewSurface"
        color3f inputs:diffuseColor = (0.0513, 0.0395, 0.0319)
        float   inputs:metallic     = 1.000
        float   inputs:roughness    = 0.250
        float   inputs:ior          = 1.450
        float   inputs:opacity      = 1.000
        float   inputs:clearcoat    = 0.000
        token   outputs:surface
    }
}
↓ download glTF material

Second life

repairabilitymoderate — rebar in cured concrete is rarely repaired; strengthening retrofits use carbon-fiber wrap or external post-tensioning.
recyclabilityvery high — ferrous scrap; rebar is one of the largest end-uses of recycled steel (the demolition-to-rebar loop is canonical in concrete construction).
disposal pathferrous scrap dealer; demolition-recovery the dominant end-of-life path.
typical longevity80 years (typical)
failure modes
  • corrosion when concrete cracks expose rebar to oxygen + chloride (the canonical reinforced-concrete failure mode worldwide)
  • fatigue under cyclic load at concrete cracks

ASTM A615 deformed-bar standard; American Concrete Institute (ACI) corrosion-protection literature.

Citations

  • url · https://www.makeitfrom.com/
  • standard · ASTM A615 / A615M — Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement
  • standard · ASTM A706 / A706M — Standard Specification for Deformed and Plain Low-Alloy Steel Bars for Concrete Reinforcement
  • standard · ASTM A775 / A775M — Standard Specification for Epoxy-Coated Steel Reinforcing Bars
  • standard · EN 10080 — Steel for the reinforcement of concrete — Weldable reinforcing steel — General
  • book · Forty, *Concrete and Culture: A Material History* (Reaktion Books, 2012), Chapter 1 — the empirical builder's-yard origin of reinforced concrete; Chapter 8 — the labor-intensive nature of rebar fabrication and placement.
  • book · Concrete Reinforcing Steel Institute (CRSI), *Manual of Standard Practice*, 28th ed.
  • book · Conway, *Material World: The Six Raw Materials That Shape Modern Civilization* (Knopf, 2023), Part Three: Iron — rebar as the dominant tonnage of steel in modern construction.