Weld Preheat Temperature Calculator

Work out carbon equivalent and the preheat a steel needs, from composition or grade, thickness and the hydrogen level of the consumable.

How to use this calculator

  1. 1Use the mill certificate composition if you have one. Grade presets are mid-range and real heats vary within their permitted ranges.
  2. 2Set the joint type honestly - a T-joint or a cruciform is a much bigger heat sink than a butt joint in the same plate.
  3. 3Be realistic about the consumables. Low-hydrogen electrodes that have been out of the oven in a damp shop are not low hydrogen any more.
  4. 4Measure the preheat properly: on the opposite face, or at least three inches from the joint, with a temperature crayon or a contact thermometer.

How the calculation works

CE = C + Mn/6 + (Cu + Ni)/15 + (Cr + Mo + V)/5 Combined thickness = member thickness x number of heat paths / 2 Preheat from the CE and combined thickness bands, then adjusted for hydrogen level and restraint
CE
Carbon equivalent by the IIW formula - every alloying element expressed as the carbon that would harden the steel equally
Heat paths
How many members the heat can escape into. Two for a butt, three for a T, four for a cruciform
Hydrogen level
H4, H8 or H16 - millilitres of diffusible hydrogen per 100 g of deposited metal

The IIW carbon equivalent is intended for carbon and low-alloy steels above about 0.12% carbon. For modern low-carbon microalloyed steels the Pcm formula is a better predictor, and codes for those grades specify it.

Combined thickness matters because cooling rate is what preheat controls, and cooling rate depends on how much cold metal surrounds the weld. Two half-inch plates in a T-joint cool like a considerably thicker section.

Preheat is a minimum interpass temperature, not a one-off operation. It has to be present through the thickness before the first pass and maintained between every subsequent pass.

Worked example

A36 plate, half inch, butt joint

  1. 1.A36 at mid-range composition: 0.26 carbon, 0.90 manganese, 0.20 copper.
  2. 2.CE = 0.26 + 0.90/6 + 0.20/15 = 0.26 + 0.150 + 0.013 = 0.423.
  3. 3.That is in the weldable-with-care band, and at half an inch of combined thickness in a butt joint no preheat is called for.
  4. 4.Which is why half-inch A36 gets welded all day with no preheat and no trouble - it is the most forgiving common structural steel there is.

Result: CE 0.423 - no preheat needed at this thickness

The same steel, thicker, in a cruciform

  1. 1.Identical steel and identical carbon equivalent - 0.423.
  2. 2.But 1.25 in members in a cruciform give four paths for the heat, so the combined thickness is 2.5 in and the base preheat becomes 200 F.
  3. 3.High-hydrogen consumables add 50 F, and the heavy restraint adds another 50.
  4. 4.So 300 F, on a steel that needed nothing at all half an inch thick. The composition never changed - the geometry and the handling did.

Result: 300 F - same steel, entirely different requirement

Chromoly, where it stops being optional

  1. 1.4130 is 0.30 carbon with 0.95 chromium and 0.20 moly.
  2. 2.CE = 0.30 + 0.50/6 + (0.95 + 0.20)/5 = 0.30 + 0.083 + 0.230 = 0.613.
  3. 3.Over 0.60, so it is in the difficult band even at quarter-inch thickness - 300 F of preheat, less 25 for properly stored low-hydrogen filler, so 275.
  4. 4.The chromium is doing most of it. A quarter inch of mild steel would need nothing; a quarter inch of chromoly needs preheat, controlled cooling and usually a stress relief afterwards.

Result: CE 0.613 and 275 F - the chromium is the whole story

The three things a cold crack needs

Hydrogen-induced cold cracking - also called delayed cracking, or underbead cracking - requires three conditions simultaneously, and removing any one of them prevents it.

The first is a susceptible microstructure, which means martensite in the heat affected zone. Martensite forms when steel that can harden is cooled quickly through the transformation range, and how readily a steel hardens is what the carbon equivalent measures. The second is dissolved hydrogen, which every arc process supplies from moisture in the electrode coating, oil or rust or paint on the plate, and humidity in the air. The third is tensile stress, which comes from the weld shrinking against restraint.

Preheat attacks the first condition and helps with the second. Warming the plate slows the cooling rate through the critical range so the transformation goes to softer products rather than martensite, and it also holds the joint hot for longer, giving hydrogen time to diffuse out rather than becoming trapped. Low-hydrogen consumables and dry, clean steel attack the second directly. Welding sequence and releasing fixtures attack the third.

Why the crack turns up days later

The single most dangerous property of this failure is that it is not immediate. The martensite forms as the weld cools, and the hydrogen is trapped in it, but the crack does not initiate until enough hydrogen has diffused to a stress concentration to embrittle it locally. At room temperature that diffusion takes hours - commonly a day, sometimes several.

So the weld is inspected, looks perfect, passes, and cracks over the weekend. It is why AWS D1.1 requires that inspection of higher-strength steels be delayed, typically by 48 hours, and why "I checked it and it was fine" is not evidence about a steel with a carbon equivalent above about 0.45.

It also means the failure tends to be discovered late and expensively - after the assembly has been moved, painted, or installed. Preheat is a small cost applied before the fact against a large one applied after it, and the asymmetry is the whole argument.

  • Susceptible microstructureMartensite in the HAZ. Controlled by cooling rate, which is what preheat manages.
  • HydrogenFrom coatings, moisture, oil and humidity. Controlled by consumable choice and storage.
  • Tensile stressFrom shrinkage against restraint. Controlled by sequence and by releasing fixtures.
  • TimeHours to days for the hydrogen to reach a stress raiser. Hence delayed inspection.

Combined thickness, and the fillet weld that cracks

What preheat really controls is cooling rate, and cooling rate depends on how much cold metal surrounds the weld rather than on the nominal thickness of one member.

A butt joint gives the heat two paths out - one into each plate. A T-joint gives it three, because the stem conducts in one direction and the flange in two. A cruciform gives four. So two half-inch plates in a T-joint draw heat away like a considerably thicker section, and cool proportionally faster.

This is why fillet welds crack on plate thicknesses where the equivalent butt weld would be untroubled, and it is the most commonly skipped step in an informal preheat assessment. Every serious preheat standard - AWS, BS EN 1011, the various national codes - handles it explicitly, usually by summing the thicknesses of the members meeting at the joint. It is not a refinement; on a heavy fillet it can move the requirement by a hundred degrees or more.

What this assumes, and where it stops

Assumptions

  • Carbon equivalent uses the IIW formula, which is intended for carbon and low-alloy steels above about 0.12% carbon.
  • Grade presets are mid-range compositions. Real heats vary within the permitted ranges and a mill certificate is authoritative.
  • Preheat bands are consolidated industry guidance by carbon equivalent and combined thickness, not a reproduction of any single code table.
  • Hydrogen adjustments assume consumables are what they are labelled as - which for low-hydrogen electrodes depends entirely on storage.

Limitations

  • For code work, the governing preheat is the one in the applicable code - AWS D1.1, ASME IX, BS EN 1011 - or in the qualified procedure, not a general chart.
  • Modern low-carbon microalloyed steels are better assessed by the Pcm formula than by CE(IIW), and the two disagree meaningfully on those grades.
  • It does not address post-weld heat treatment, which quenched-and-tempered and higher-carbon steels frequently need in addition to preheat.
  • Stainless steels, cast iron, aluminium and dissimilar joints are all different problems with different rules, and none of this applies to them.
  • Heat input, joint design and welding sequence all affect cooling rate and are not inputs here.

Common questions

What is carbon equivalent and why does it matter?

It converts every alloying element into the amount of carbon that would harden the steel equally, giving one number for how readily the steel forms martensite on fast cooling. The IIW formula is C + Mn/6 + (Cu+Ni)/15 + (Cr+Mo+V)/5. Below about 0.40 the steel is readily weldable; above 0.45 preheat is needed; above 0.60 it is specialist work.

Do I need to preheat A36?

Usually not on thin sections - its carbon equivalent is around 0.42 and half-inch plate in a butt joint is welded all day with no preheat. It changes with thickness, joint type and restraint: the same steel at an inch and a quarter in a cruciform with high-hydrogen electrodes and heavy restraint wants 300 F. The composition is only one of the four inputs.

Why did my weld crack days after I finished it?

Almost certainly hydrogen-induced cold cracking. Hydrogen dissolved in the weld has to diffuse to a stress concentration before it initiates a crack, and at room temperature that takes hours to days. The weld genuinely was sound when you looked at it. Preheat, low-hydrogen consumables kept dry, and clean steel are what prevent it, and delayed inspection is what catches it.

How hot is hot enough, and how do I check?

The recommended figure has to be present through the full thickness before the arc strikes and maintained as a minimum between every pass. Measure on the opposite face where you can, or at least three inches from the joint - measuring on the spot the torch just left tells you about the torch, not the plate. Temperature-indicating crayons are cheap and reliable.

Can preheating be overdone?

Yes. Excessive interpass temperature coarsens the grain in the heat affected zone and reduces toughness, and on quenched-and-tempered steels it simply undoes the heat treatment the plate was bought for. Those grades carry a maximum interpass temperature as well as a minimum, and both are essential variables in a qualified procedure.

Sources

Formula and content last reviewed on .

Results are estimates for information only, not professional advice.

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