How to Set Minimum Walls for Ductile Iron (By Grade)

minimum wall thickness for ductile iron

Who this helps: Design Engineers / Buyers specifying ductile (nodular/SG) iron housings, hubs, brackets and pressure parts.
What you’ll get: realistic minimum wall (t_min) by grade × process × part size, quick design rules (ribs/fillets/draft), and drawing notes that prevent misruns and scrap.

Prepared by YB Metal Solution. Share your drawing —YB Metal will return a part-specific thin-wall feasibility (t_min, CT band, Ra) with a quote.

Author: YB Metal Solution Engineering Team (hereafter YB Metal)

Table of contents

  • Why minimum wall is not one number
  • Quick reference: t_min by grade × process × size
  • Design rules that keep thin walls sound
  • How grade, section size and matrix interact
  • Process notes: green vs resin vs shell
  • What to put on the drawing (copy–paste)
  • Worked example (hub bracket, EN-GJS-500-7)
  • What YB Metal delivers
  • FAQs

Why minimum wall is not one number

“Minimum wall thickness for ductile iron” depends on three levers:

  • Grade / matrix (e.g., EN-GJS-400-18 vs 700-2): higher strength grades are less forgiving in thin or very heavy sections.
  • Process (green sand / resin sand / shell): mould rigidity and surface quality change fill/feeding margins.
  • Part size / thermal modulus: small parts shed heat faster; large parts need more wall to fill and feed.

Use the table below to pick a realistic, stable t_min—then apply the design rules in Section 3 to keep it castable.

Quick reference: t_min by grade × process × size

Values are stable continuous wall targets. Local short features can go ~0.5 mm (0.02 in) thinner if well fed. Use mm/in in drawings.

Part envelope

  • Small:300 mm (12 in) major dimension
  • Medium: 300–800 mm (12–31 in)
  • Large:800 mm (31 in)
Grade (examples)ProcessSmallMediumLarge
EN-GJS-450-10 / ASTM 65-45-12Shell3.0–3.5 mm (0.12–0.14)3.5–4.0 mm (0.14–0.16)4.0–4.5 mm (0.16–0.18)
Resin sand4.5–5.0 mm (0.18–0.20)5.0–5.5 mm (0.20–0.22)5.5–6.5 mm (0.22–0.26)
Green sand5.0–6.0 mm (0.20–0.24)6.0–7.0 mm (0.24–0.28)7.0–8.0 mm (0.28–0.31)
EN-GJS-500-7 / ASTM 80-55-06Shell3.5–4.0 mm (0.14–0.16)4.0–4.5 mm (0.16–0.18)4.5–5.5 mm (0.18–0.22)
Resin sand5.0–5.5 mm (0.20–0.22)5.5–6.5 mm (0.22–0.26)6.5–7.5 mm (0.26–0.30)
Green sand6.0–7.0 mm (0.24–0.28)7.0–8.0 mm (0.28–0.31)8.0–9.0 mm (0.31–0.35)
EN-GJS-700-2 / ASTM 100-70-03Shell4.5–5.0 mm (0.18–0.20)5.0–6.0 mm (0.20–0.24)6.0–7.0 mm (0.24–0.28)
Resin sand6.0–7.0 mm (0.24–0.28)7.0–8.0 mm (0.28–0.31)8.0–9.5 mm (0.31–0.37)
Green sand7.0–8.5 mm (0.28–0.33)8.5–10.0 mm (0.33–0.39)10.0–12.0 mm (0.39–0.47)

Use tips:

  • If walls vary widely, size t_min by the thinnest continuous flow path.
  • For pressure parts or −40 °C duty, derate one band thicker or choose a ferritic grade.

Design rules that keep thin walls sound

  • Uniformity first: keep adjacent-wall ratio 0.7–1.3; avoid instant jumps > 1.5× within 10–15 mm (0.4–0.6 in).
  • Ribs: thickness ≤ 0.6–0.7 × wall; taper into parent with fillet radius ≥ 0.5 × wall (absolute ≥ 1.5 mm / 0.06 in).
  • Pads/bosses: pad thickness ≈ wall + 1–2 mm (0.04–0.08 in); avoid “plateaus” > 1.5 × wall without taper.
  • Draft: externals 0.5–1.0°; internals/cores 1.0–1.5° (shell cores can be slightly lower if ejection allows).
  • Holes & webs: minimum cored hole ≥ 1.2 × wall; maintain web ≥ wall between holes.
  • Flow direction: feed thin → thick; aim for short, hot flow paths.

Further reading:

Wall Thickness & Uniformity Rules

Fillets & Radii

How grade, section size and matrix interact

  • Ferritic grades (e.g., EN-GJS-400-18/450-10) tolerate thinner walls and show better low-temp toughness.
  • Pearlitic/higher-strength grades (500-7/700-2) demand more wall or tighter process control to avoid chill and to keep elongation.
  • Section size effect: thin sections can over-achieve UTS vs test bars; very heavy sections may under-achieve unless feeding/matrix are controlled.
  • Heat treatment: normalizing increases pearlite/strength (watch elongation); ADI changes dimensions post-HT—treat as +0.02–0.06% growth budget.

Cross-reference: Ductile Iron Grades: A536 vs EN-GJS

Process notes: green vs resin vs shell

  • Green sand: most economical; higher t_min due to mould compliance and gas; manage compactability/moisture windows to stabilize.
  • Resin sand: stiffer mould/core; cleaner surfaces; mid t_min; great for complex cores; control LOI and coating DFT to prevent blows/burn-on. → /resin-sand-vs-green-sand-accuracy-finish
  • Shell molding: best thin-wall capability and CT; higher tooling; ensure core spans (L/t) are within limits and support long cores.

What to put on the drawing (copy–paste)

  • Material call-out:EN-GJS-500-7 (ASTM A536 80-55-06 acceptable).”
  • Minimum walls: “Continuous t_min = 4.5 mm (0.18 in); local features t_local ≥ 4.0 mm (0.16 in).”
  • Transitions: “Ribs ≤ 0.7 × t; fillets ≥ 0.5 × t (min 1.5 mm / 0.06 in).”
  • As-cast tolerance:ISO 8062-3 CT7 (small) / CT8 (mid).”
  • Surface: “As-cast Ra 6.3–12.5 µm; sealing faces after machining Ra 1.6–3.2 µm.”
  • Stock: faces/ODs +1.5–3.0 mm (0.06–0.12 in); bores by diameter band.
  • SC/CC list: identify critical features for PPAP/FAI; specify CMM/3D scan with datum lock.

Worked example (hub bracket, EN-GJS-500-7)

  • Size: 420 × 280 × 80 mm (medium). Process: resin sand.
  • Draft design: target t_min 5.5 mm (0.22 in); ribs at 0.7 × t; fillets ≥ 3.0 mm (0.12 in).
  • Gating: fill from thin spokes to thicker hub; small chills at hub-to-spoke junctions.
  • Outcome: no misruns; CT8 achieved; machining stock reduced from 3.0 → 2.0 mm; weight −7%.

What YB Metal delivers

YBmetal Solution validates thin-wall designs with simulation-backed gating, then proves them out with CMM/3D scan:

  • Feasibility pack: part-specific t_min, CT band and Ra targets by zone.
  • Process plan: green/resin/shell choice with gating/risering and coating DFT windows.
  • Evidence: trial reports, microstructure and hardness trends, dimensional layouts (PPAP on request).

Want a yes/no on your thin-wall concept? Upload your drawing via /rfqYB Metal will return a feasibility note and a quote.

FAQs

Only on very small parts with shell molding and short spans—treat as local features with careful gating. For stable continuous walls, 3.0–3.5 mm is the practical floor.

Higher-strength, pearlitic matrices are less forgiving; they chill more easily and need more feeding margin to keep elongation.

Local cooling and restraint create a different matrix than the bar. Use uniform walls, generous fillets, and verify microstructure on cast samples, not just bars.

Usually, yes—by 1–2 mm (0.04–0.08 in) versus resin/green—if the design respects core span (L/t) and flow length.

Call ISO 8062 CT realistically and place stock only where needed. Thinner, consistent walls often reduce total cycle time.

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