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) | Process | Small | Medium | Large |
---|---|---|---|---|
EN-GJS-450-10 / ASTM 65-45-12 | Shell | 3.0–3.5 mm (0.12–0.14) | 3.5–4.0 mm (0.14–0.16) | 4.0–4.5 mm (0.16–0.18) |
Resin sand | 4.5–5.0 mm (0.18–0.20) | 5.0–5.5 mm (0.20–0.22) | 5.5–6.5 mm (0.22–0.26) | |
Green sand | 5.0–6.0 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 80-55-06 | Shell | 3.5–4.0 mm (0.14–0.16) | 4.0–4.5 mm (0.16–0.18) | 4.5–5.5 mm (0.18–0.22) |
Resin sand | 5.0–5.5 mm (0.20–0.22) | 5.5–6.5 mm (0.22–0.26) | 6.5–7.5 mm (0.26–0.30) | |
Green sand | 6.0–7.0 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 100-70-03 | Shell | 4.5–5.0 mm (0.18–0.20) | 5.0–6.0 mm (0.20–0.24) | 6.0–7.0 mm (0.24–0.28) |
Resin sand | 6.0–7.0 mm (0.24–0.28) | 7.0–8.0 mm (0.28–0.31) | 8.0–9.5 mm (0.31–0.37) | |
Green sand | 7.0–8.5 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.
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 /rfq
—YB Metal will return a feasibility note and a quote.
FAQs
CTA — specify with proof, not guesses
Design thinner without surprises. Upload your drawing —YB Metal will send a thin-wall feasibility and a cast-ready plan.