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Carbon Equivalent

Determine steel weldability and strict preheat requirements using the International Institute of Welding Carbon Equivalent equation.

Mill Certification Alloys (%)

AWS / IIW CE Score
0.473
Base Weldability Outlook: Fair
Engineered Preheat Directive
Preheat 200°F - 400°F

Failure to apply sufficient preheat parameters to heavy-alloy steel will rapidly quench the weld puddle, forming martensite and resulting in catastrophic underbead cracking. Always verify with the WPS.

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Quick Answer: What does the Carbon Equivalent tell me about weldability?

CE = C + Mn/6 + (Cr+Mo+V)/5 + (Ni+Cu)/15. The result predicts martensite risk and preheat requirements. Example: 4140 chromoly plate (C=0.40%, Mn=0.85%, Cr=0.95%, Mo=0.20%) → CE = 0.40 + 0.142 + 0.230 = 0.772 — Very Poor Weldability. Requires 400°F (204°C) preheat, E7018-H4 low-hydrogen electrode, controlled interpass temperature, and post-weld heat treatment (PWHT). Compare: A36 mild steel (CE ~0.40) can often be welded without preheat. Enter your MTR chemistry above to get your CE and preheat zone instantly.

Carbon Equivalent Weldability Zones — Quick Reference

Enter your MTR chemistry above and compare your CE result to this table. Preheat temperatures are for plate thickness > 3/4 inch per AWS D1.1. Always follow the project WPS — these are guideline values.

CE Range Weldability Min Preheat Electrode Required Typical Steels
< 0.35ExcellentNone (32°F+)Any processA36, A572 Gr 36, mild steel
0.35–0.40Good50–100°F (10–38°C)Low-H preferredA572 Gr 50, A992 W-shapes
0.40–0.45Fair150°F (66°C)E7018-H8 minimumA572 Gr 60, heavy A36 plate
0.45–0.60Poor200–300°F (93–149°C)E7018-H4 only4130, A514, HY-80
> 0.60Very Poor300–400°F (149–204°C)E7018-H4 + PWHT required4140, P91, tool steels
For modern low-carbon HSLA pipeline steels (API 5L X70/X80, C < 0.12%), use the Pcm formula instead: Pcm = C + Si/30 + (Mn+Cr+Cu)/20 + Ni/60 + Mo/15 + V/10 + 5B. TMCP pipeline steels have Pcm ~0.17–0.22 — far more weldable than IIW CE would predict.

Pro Tips & Common Carbon Equivalent Mistakes

Do This

  • Always use the actual MTR (mill test report) heat chemistry, not the grade’s spec maximum — the difference can swing your CE decision on preheat. ASTM A572 Grade 50 allows C=0.23% max by spec. Actual mill chemistry might read C=0.15% — giving a CE 0.08 lower. Using spec maxima over-preheats (wasted cost). Using actual chemistry without checking could under-preheat (cracking risk on remelted heats near the spec limit). Always pull the MTR for the actual heat number stamped on the plate.
  • Increase preheat by 50°F (28°C) for every inch of plate thickness above 1 inch when CE is between 0.40 and 0.45. Thicker plate cools faster — the surrounding base metal acts as a massive heat sink, driving the HAZ through the martensite range more quickly. AWS D1.1 Table 3.2 accounts for this. Neglecting thickness is the most common WPS deviation on heavy structural fabrication.

Avoid This

  • Don’t allow the joint to cool below preheat temperature between passes — interpass cooling is as dangerous as skipping preheat entirely. On thick restrained joints, each pass deposits hydrogen into a HAZ that remains susceptible until it’s tempered by subsequent passes. If interpass temp drops below minimum preheat, hydrogen diffuses INTO the HAZ rather than out. Monitor with Tempilstik (thermal chalk) or contact pyrometer — not by hand. Human touch tolerance tops out at ~120°F, far below the 150–400°F required.
  • Don’t use cellulosic electrodes (E6010, E6011) on steels with CE > 0.40 — they produce 15–50 mL of diffusible hydrogen per 100g of deposit vs <4 mL for E7018-H4. E6010 is widely used for pipeline root passes but is only acceptable on modern TMCP steels with very low Pcm. On a CE=0.45 structural steel, switching from E6010 to E7018-H4 reduces hydrogen-induced cracking risk by roughly an order of magnitude.

Frequently Asked Questions

What is the difference between the IIW CE and Pcm (Ito-Bessyo) carbon equivalent formulas?

The IIW formula was developed for medium-carbon steels (C > 0.12%, CE > 0.40) — covering most structural, pressure vessel, and alloy steels. The Pcm formula (Ito-Bessyo, 1968) was developed for modern HSLA steels where C < 0.12%: Pcm = C + Si/30 + (Mn+Cr+Cu)/20 + Ni/60 + Mo/15 + V/10 + 5B. API 5L pipeline steels (X52–X80) and offshore TMCP plate achieve high strength through grain refinement, not carbon — making them far more weldable than IIW CE would predict. If you are welding modern high-strength plate labeled X70 or X80, ask the mill for Pcm, not CE IIW.

Does CE determine what filler metal to use?

CE determines hydrogen risk and preheat, which drives process and electrode selection. For CE > 0.40: low-hydrogen electrodes are mandatory — E7018-H4 or H8 (SMAW), ER70S-6 (GMAW), E71T-1-H4 (FCAW-G). Strength matching: the filler minimum tensile strength must equal or exceed the base metal. For 4140 (Fy ~90 ksi): use E9018-G or Cr-Mo filler per AWS D1.1. For dissimilar metal welds: use the CE of the more hardenable base metal to determine preheat.

Why can hydrogen-induced cracks appear 24–72 hours after welding?

HICC is called delayed cracking because it initiates hours to days after welding. Atomic hydrogen dissolves into the weld metal during welding, then becomes trapped in the HAZ martensite as the joint cools below 300°F (150°C). Hydrogen accumulates slowly at stress concentrations (weld toe, root, inclusions) until a critical threshold triggers crack initiation. This is why AWS D1.1 requires a 48–72 hour hold before NDE inspection on high-CE materials. A weld passing visual inspection at 2 hours may develop detectable cracks by hour 48.

Can tack welds on high-CE steel skip preheat?

No — AWS D1.1 clause 5.18.3 requires tack welds to meet the same preheat as production welds. A tack weld is a small, low-heat-input deposit with an extremely fast cooling rate. The surrounding base metal acts as a massive heat sink, cooling the HAZ through the martensite range in seconds — producing an extremely brittle microstructure. Tack welds that crack during fit-up are a leading cause of inclusion entrapment in the final weld. For CE > 0.45: consider eliminating tacks in favor of external fixturing and full-preheat start passes.

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