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BETTESWORTHConstruction

Welding Hardened Steel: How to Prevent Cracks and Choose the Right Procedure

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Welding hardened steel without cracking requires a procedure matched to the steel’s grade and condition—not a universal preheat temperature or filler rod. Before welding, identify the material, control hydrogen and joint restraint, and follow specified limits for preheat, interpass temperature, heat input, and any post-weld treatment. If the steel is unidentified or the repair is safety-critical, stop and get a qualified, material-specific procedure.

What makes hardened steel crack when it is welded?

Cracking risk is not controlled by temperature alone. Hydrogen-assisted cold cracking can occur when a susceptible hardened region, hydrogen, and stress coincide. Rapid cooling can leave the heat-affected zone (HAZ)—the base metal next to the weld—with a hard, crack-susceptible microstructure. Hydrogen may enter from moisture or contamination, while weld shrinkage and joint restraint contribute stress. A crack may become visible as the weld cools toward ambient temperature rather than appearing during the welding arc itself.

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The Australian Welding Institute describes cracking as dependent on steel composition, welding procedure, consumables, and stress. U.S. Nuclear Regulatory Commission guidance also discusses hardening and martensite transformation in the HAZ or weld metal, and identifies moisture in flux or on poorly dried surfaces and consumables as possible hydrogen sources. These interacting factors explain why a setting that worked on one piece of steel is not automatically safe on another.

“Hardened steel” is not a single material specification. The grade, its heat-treated condition and hardness, thickness, joint design, restraint, service requirements, and applicable code all affect the procedure. The available technical guidance does not establish one safe preheat, filler, or post-heat schedule for every steel described as hardened.

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What do you need to know before you start?

First establish what the steel is and what the repair must do. Without that information, a specific filler, preheat, heat-input window, or heat-treatment recommendation would be guesswork.

  • Material: Confirm the grade and condition using traceable records or suitable material identification. A general description such as “hard plate” is not enough to select a welding procedure. Record whether the part is in an as-rolled, quenched-and-tempered, abrasion-resistant, or otherwise heat-treated condition when that information is available.
  • Joint and workpiece: Record thickness, joint design, edge preparation, and how much the parts are restrained from moving as they shrink during welding. A thick, heavily fitted joint generally has a different thermal cycle and stress state from a lightly restrained repair.
  • Service and acceptance requirements: Determine the required weld strength and toughness, service conditions, consequences of failure, and the governing construction or repair code. A weld that is acceptable for a noncritical bracket may not satisfy a pressure, lifting, structural, or wear-service requirement.
  • Procedure requirements: Obtain the applicable qualified procedure, including process, consumable classification, preheat, interpass, heat-input, bead-size or sequence limits, and any post-heat or PWHT requirements.
  • Initial condition: Note the starting temperature and any existing cracks, gouges, repairs, coatings, or local hard zones. Do not weld over a defect simply because it is small; the procedure should define preparation and inspection.

Use the procedure that applies to the identified material and repair, not a general internet temperature. The NRC’s Regulatory Guide 1.50 addresses control of preheat for low-alloy steel; it is not a universal recipe for all hardened steels.

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How can you reduce hydrogen-related cracking risk?

Keep hydrogen sources out of the weld area and use consumables compatible with the required weld properties. Low-hydrogen practice is especially important for susceptible higher-strength steels, but the correct consumable classification and handling requirements must come from the material-specific procedure and manufacturer instructions.

  1. Prepare the joint: Remove moisture, rust, oil, scale, coatings, and other contamination as required by the welding procedure. Clean far enough from the groove or repair area that heating does not drive contaminants into the weld. Do not weld over a damp or contaminated surface.
  2. Dry the surrounding metal: If the procedure requires preheating for drying as well as thermal control, heat the specified area uniformly. A visibly dry surface is not proof that all moisture or contamination has been removed.
  3. Keep consumables dry: Store and condition filler materials according to their manufacturer’s directions. Protect low-hydrogen electrodes, fluxes, wires, and shielding equipment from humidity and recontamination. Do not assume a consumable is suitable just because it is described as low-hydrogen; it must also meet the required weld properties and procedure.
  4. Use the specified process and consumable: Confirm that the welding process, consumable classification, shielding, and handling are permitted by the procedure. The ESAB Filler Metal Handbook emphasizes that preheat decisions depend on multiple variables and notes the importance of low-hydrogen consumables for susceptible higher-strength steels.
  5. Prevent interruption problems: Keep the joint within the required temperature range during pauses. If a weld must stop, follow the procedure for maintaining preheat, covering the work, or applying a specified post-heat step rather than allowing an uncontrolled cool-down.

Hydrogen control is one part of prevention, not a substitute for temperature and stress control. A clean, dry joint can still crack if the procedure allows an unsuitable thermal cycle or the repair has excessive restraint.

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How should preheat, interpass temperature, and heat input be controlled?

Use the limits in the applicable procedure and monitor the work as that procedure requires. Preheat can slow cooling and reduce local hardening; interpass temperature and heat input also shape the weld and HAZ thermal cycle. Do not treat “more heat” as automatically safer.

The ESAB handbook cautions that excessive heat can promote coarse grain formation and reduce toughness, while very low heat input can cause faster cooling and increase cracking risk. The goal is therefore not to maximize heat but to stay within the qualified procedure’s operating window. Weld-run dimensions also affect cooling, so changing bead size, travel speed, current, voltage, or sequence without authorization can change the thermal cycle.

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  1. Find the required limits first. Read the procedure for its minimum preheat, maximum interpass temperature, heat-input range, and measurement locations or intervals. Do not infer a target from the steel’s appearance or hardness alone.
  2. Preheat the specified area and verify it. Apply heat as directed and use a suitable method to confirm the work has reached the required threshold. Temperature-indicating crayons can help check a specified threshold, but the crayon range does not tell you what the correct threshold should be.
  3. Measure consistently. Use the procedure’s specified locations and timing. A reading taken only on the surface beside the arc may not represent the temperature through a thick section or at the required distance from the weld.
  4. Monitor between passes. Check interpass temperature at the locations and intervals the procedure specifies. Treat preheat as a minimum and interpass as a maximum when those are the limits given by the procedure; do not allow a reading to substitute for the procedure’s heat-input controls.
  5. Stay within the procedure while welding. Keep the specified process, consumable, current, voltage, travel speed, heat input, and weld-run dimensions. If the work falls outside a required limit, pause and follow the procedure’s corrective instructions rather than improvising.
  6. Control the cool-down. Do not quench, blow cold air on, or otherwise accelerate cooling unless the qualified procedure specifically permits it. Follow any required covering, insulation, holding, or post-heat instruction.

The Welding Institute (TWI) gives examples that show why settings cannot be generalized: up to 200°C preheat is cited for thick-section steel with high IIW carbon equivalent, not all hardened steel. Its guidance also describes holding at preheat for two to three hours for susceptible steels and, in particularly crack-sensitive situations, 250–300°C for three to four hours. Those are scoped examples, not instructions to apply to an unidentified workpiece or a substitute for a qualified procedure.

How do grade, thickness, and restraint change the choice?

Two pieces that look similar can need different procedures. Steel composition and initial hardness affect how readily the HAZ or weld metal hardens. Thickness changes the rate at which heat leaves the joint. Joint restraint limits shrinkage movement and can increase residual stress. Carbon equivalent, as used in welding guidance, is one indicator considered alongside these other variables; it is not a stand-alone permission to select a temperature.

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When comparing two proposed procedures, compare the steel grade and initial hardness first, then thickness and restraint. Next compare hydrogen controls and consumable classification, the allowed preheat and interpass window, heat-input and weld-run limits, required strength and toughness, and whether post-heat or PWHT is required or permitted by the governing code. A procedure with a higher nominal preheat is not automatically safer if it exceeds an interpass limit, damages toughness, or is not qualified for the joint.

Should you hold the weld hot or apply post-heat?

Sometimes a procedure calls for maintaining heat after welding or applying post-heat to help hydrogen diffuse from a susceptible weld. Whether to do this—and the temperature, duration, and timing—depends on the material and applicable procedure or code. Post-heat and post-weld heat treatment (PWHT) are not interchangeable generic steps that can safely be added by guesswork.

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The NRC guidance notes that preheat may need to be maintained until PWHT or hydrogen bakeout. TWI provides the holding examples above for particular susceptibility and crack-sensitivity conditions. Follow the exact instructions for the identified steel and repair; a hold that is appropriate in one case may be unsuitable in another.

A product-specific example illustrates the limits of generalizing: Nippon Steel’s ABREX welding guide gives approximately 200°C for at least one hour as a post-heating guideline for its abrasion-resistant steel product guidance. It says post-heating should be performed immediately without allowing the work to cool to room temperature after welding or during an interruption. That is ABREX-specific guidance, not a general hardened-steel schedule. Do not apply it to another grade unless that material’s applicable procedure requires it.

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What is the practical welding sequence?

  1. Stop and identify. Gather mill records, heat-treatment information, hardness data, thickness, joint drawings, service requirements, and the governing code. If records are missing, arrange suitable material identification before choosing a procedure.
  2. Inspect and prepare. Locate existing cracks or damaged metal, remove defects as required, and clean the joint and adjacent area. Confirm that the joint geometry and fit-up match the qualified procedure.
  3. Confirm consumables and equipment. Check classification, lot or batch controls where required, storage condition, shielding, and calibration of temperature or welding equipment. Use only the process and consumables permitted by the procedure.
  4. Establish and document preheat. Heat the specified area uniformly and verify the minimum temperature using the required method. Record readings when the quality plan or code requires records.
  5. Deposit controlled runs. Maintain the approved current, voltage, travel speed, bead dimensions, sequence, and interpass range. Avoid unapproved large beads intended to “add heat.”
  6. Manage interruptions. If welding stops, keep the joint at the specified temperature or apply the specified interruption and post-heat instructions. Do not let the work cool to room temperature when the procedure requires immediate treatment.
  7. Complete the required cooling or treatment. Follow any delayed-cooling, hydrogen-diffusion hold, bakeout, PWHT, or inspection timing exactly. A treatment performed too late may not satisfy the procedure.
  8. Inspect and accept. Use the examination methods and timing required by the code or procedure. Delayed hydrogen cracking means that immediate visual inspection alone may not establish that the repair is sound.

What should you do if the steel is unidentified or the repair is critical?

Do not select a filler or temperature by trial and error. If the grade or condition is unknown, or the part is thick, highly restrained, high-hardness, or safety-critical, pause and obtain suitable material identification and a qualified welding engineer’s material-specific procedure. Those cases leave too many variables unresolved for a generic setting to be defensible.

Before work resumes, the procedure should address the material and initial condition, thickness and restraint, hydrogen control and consumable classification, preheat and interpass limits, heat-input window, required weld properties, and whether post-heat or PWHT is required or permitted by the governing code. If an existing procedure does not cover the actual repair, do not assume that a superficially similar joint is covered.

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What are the most common mistakes to avoid?

  • Using a universal preheat chart without verifying the steel. Preheat depends on material and job conditions; an example for thick, high-carbon-equivalent steel is not a general setpoint.
  • Choosing filler by hardness alone. Consumables must be compatible with the required weld properties and permitted by the procedure. Hardness matching by itself does not establish strength, toughness, hydrogen control, or code compliance.
  • Welding through moisture or contamination. This undermines hydrogen control. Clean and dry the joint and handle consumables as their manufacturer requires.
  • Assuming maximum heat prevents cracking. Too little heat can accelerate cooling, but excessive heat can harm toughness. Follow the qualified heat-input and temperature window.
  • Changing bead size or travel speed casually. Weld-run dimensions and heat input affect the thermal cycle. A change that seems minor can move the work outside the qualified range.
  • Letting an intentional hold or post-heat lapse. If the procedure requires maintaining preheat, post-heat, bakeout, or PWHT, follow its specified timing and monitoring requirements. Do not substitute a product-specific example.
  • Ignoring restraint and service requirements. A procedure suitable for one joint may not apply to a more constrained repair or a component with different strength, toughness, or code requirements.
  • Accepting an immediate visual pass as final proof. Hydrogen-assisted cracking can develop during cooling toward ambient temperature. Follow the specified inspection timing and methods.

How to decide whether a proposed procedure is appropriate

Before welding, verify that every answer below is documented or covered by the applicable qualified procedure:

  • Is the steel grade and condition known?
  • Are thickness, joint design, and restraint represented by the procedure?
  • Are the process and consumables specified and compatible with the required weld properties?
  • Are joint preparation, consumable storage, and hydrogen controls defined?
  • Are preheat, interpass temperature, heat input, and weld-run requirements clear and measurable?
  • Does the procedure address any required delay, post-heat, PWHT, or hydrogen bakeout?
  • Does it meet the component’s service requirements and governing code?
  • Are interruption, cooling, and inspection timing instructions clear?

If any answer is no, the safe next step is not to guess a number. Resolve the missing material or procedure information first. The Australian Welding Institute’s overview of fabrication cracking and TWI’s hydrogen-cracking prevention guidance explain the interacting risks; neither replaces a qualified procedure for a specific repair.

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Frequently Asked Questions

Can I weld hardened steel if I don’t know its grade?

Not responsibly by choosing a generic preheat or filler. Identify the material and condition from traceable records or suitable material identification, then confirm that a qualified procedure covers the joint and service requirements.

Why can a weld crack after the arc has stopped?

Hydrogen-assisted cold cracking can develop as the weld cools, when a susceptible hardened region, hydrogen, and stress are present together. A crack that appears later is not, by timing alone, proof of a single cause.

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Can a temperature-indicating crayon tell me how hot hardened steel should be?

No. A crayon can help check whether a specified threshold has been reached, but it cannot establish the correct preheat or interpass limit. Obtain the setpoints and measurement instructions from the applicable procedure.

Is post-heat the same as PWHT?

They are not interchangeable labels for a generic after-welding step. Whether a hydrogen-diffusion hold, post-heat, bakeout, or PWHT is required depends on the material-specific procedure and governing code.

Is 200°C a safe preheat or post-heat for every hardened steel?

No. TWI cites up to 200°C as an example for certain thick, high-carbon-equivalent steels, while Nippon Steel cites approximately 200°C for at least one hour in product-specific ABREX post-heating guidance. Neither figure is a universal setting.

The Bottom Line

There is no universal hardened-steel welding recipe. Identify the steel and its condition, use clean and dry low-hydrogen practice, control restraint and the complete thermal cycle, and follow a qualified procedure for preheat, interpass, heat input, cooling, inspection, and any post-heat or PWHT. When the material or repair is uncertain, involve a qualified welding engineer before striking an arc.

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