Crack Assessment and Classification in Pressure-Bearing Welds and Cladding Layers (Hot Cracks, Cold Cracks, and Reheat Cracks)

1. Definition and Fundamental Principles

1.1 Crack as a Category I Defect

In the context of pressure-bearing welds and weld overlay cladding systems, cracks represent the most severe category of welding defects. Unlike volumetric defects (porosity, inclusions) or planar defects (slag inclusions, lack of fusion) which may be conditionally accepted within defined dimensional limits, cracks are universally classified as zero-tolerance defects regardless of their orientation, length, or cross-sectional dimensions. This absolute rejection criterion is codified across all major international and domestic standards governing pressure vessel fabrication, pipeline construction, and nuclear equipment manufacturing.

A crack is defined as a discontinuity in the weld metal, heat-affected zone (HAZ), or cladding layer that represents a complete separation of the material, capable of propagating under service loading. The fundamental principle of crack rejection rests on the mechanics of fracture: even a microscopically small crack introduces a stress concentration factor that can initiate catastrophic failure under cyclic loading, thermal cycling, or sustained mechanical stress. In the context of cladding technology—where the base material and overlay layer possess fundamentally different thermal expansion coefficients, mechanical properties, and corrosion resistance—the presence of any crack creates a pathway for corrosive media to bypass the protective layer entirely, rendering the cladding system functionally useless.

1.2 Crack Propagation Mechanics in Clad Systems

In bimetallic clad structures, crack propagation is particularly insidious because it can occur along multiple planes: within the weld metal itself, at the weld interface with the base material, along the clad-base bond line, or through the cladding layer. The residual stresses inherent in weld overlay processes—particularly TIG and MIG cladding—create a complex multi-axial stress state that can drive crack initiation and growth even in the absence of external loading. Hydrogen atoms, which accumulate in high-strength weld metals during solidification, further exacerbate crack susceptibility by reducing the cohesive strength of atomic bonds at crack tips.

2. Classification of Weld Cracks: Mechanisms and Characteristics

2.1 Hot Cracks (Solidification Cracks and Liquation Cracks)

Hot cracks form during the final stages of solidification or immediately thereafter, when the weld metal is in a brittle temperature range (typically 600–1100°C depending on composition). Two sub-types exist:

2.2 Cold Cracks (Hydrogen-Induced Cracks)

Cold cracks, also termed delayed cracks or hydrogen-induced cracks (HIC), form at temperatures below 200°C, typically hours to days after welding. They require the simultaneous presence of three factors:

In cladding technology, cold cracks are of particular concern when welding overlay layers onto high-strength base materials (such as 16Mn, Q345R, or Cr-Mo steels). The thermal cycles of multi-pass cladding can repeatedly temper and re-harden the HAZ, while hydrogen from the welding process accumulates in the high-strength microstructure. Cold cracks typically appear as transverse or branching cracks in the HAZ, often extending from the toe of the weld into the base material.

2.3 Reheat Cracks (Post-Weld Heat Treatment Cracks)

Reheat cracks form during the post-weld heat treatment (PWHT) stage, typically in the temperature range of 500–700°C. They are characteristic of high-strength low-alloy (HSLA) steels, Cr-Mo steels (such as 9Cr-1Mo, 12Cr-1Mo), and martensitic stainless steels. The mechanism involves:

Reheat cracks are particularly dangerous because they form after the welding sequence is complete and after the initial NDT inspection has been performed. This means that a weld that passes all pre-PWHT inspections can develop cracks during heat treatment, requiring complete re-inspection and potentially extensive repair. In cladding systems where the overlay layer constrains the base material, reheat crack susceptibility is amplified by the differential thermal expansion between the clad layer and substrate.

3. Technical Purpose and Strategic Value

3.1 Role in Quality Assurance and Product Integrity

The systematic classification and assessment of crack types serves as the cornerstone of the quality assurance framework at Cladding Technology Shanxi Co., Ltd. By establishing clear criteria for crack identification, classification, and rejection, the company ensures that every clad product delivered to customers meets the stringent requirements of pressure equipment codes and industry specifications. The ability to distinguish between hot cracks, cold cracks, and reheat cracks is not merely an academic exercise—it directly determines the repair methodology, the root cause analysis, and the corrective actions required to prevent recurrence.

3.2 Value Chain Contribution

4. Key Implementation Points and Assessment Procedures

4.1 NDT Method Selection for Crack Detection

NDT Method Crack Orientation Sensitivity Minimum Detectable Crack Size Typical Application in Cladding
Magnetic Particle Testing (MT) Surface and near-surface, perpendicular to flux 0.1 mm width (surface) Clad surface inspection; HAZ crack detection on ferromagnetic substrates
Liquid Penetrant Testing (PT) Surface-breaking, any orientation 0.05 mm width (surface) Non-ferromagnetic clad surfaces (austenitic SS, Ni alloys); final surface verification
Ultrasonic Testing (UT) - Contact Planar, parallel to beam direction 0.5 mm (depending on frequency and couplant) Internal cracks in weld metal and HAZ; phased array for complex geometries
Ultrasonic Testing (UT) - Phased Array Multi-angle beam steering 0.3 mm equivalent flat bottom Complex cladding geometries; clad-base interface crack detection
Ultrasonic Testing (UT) - TOFD Planar, perpendicular to surface 0.5 mm Through-wall crack detection in thick clad sections
Radiographic Testing (RT) Planar, perpendicular to beam 1% of wall thickness Supplementary verification; multi-pass weld crack assessment
Eddy Current Testing (ET) Surface and near-surface 0.1 mm Automated in-line inspection of clad tubes and pipes

4.2 Crack Classification Protocol

The following decision tree guides the classification of detected cracks:

  1. Step 1 – Timing of Detection: Determine when the crack was detected relative to the welding and PWHT timeline. Cracks detected during or immediately after welding (before PWHT) are likely hot cracks or cold cracks. Cracks detected after PWHT are likely reheat cracks or cold cracks that manifested during heat treatment.
  2. Step 2 – Location Analysis: Examine the crack location relative to the weld structure. Cracks in the weld center or along the bead surface suggest solidification cracks. Cracks in the HAZ suggest cold cracks or liquation cracks. Cracks at the clad-base interface suggest reheat cracks or thermal stress cracks.
  3. Step 3 – Morphological Assessment: Characterize the crack morphology. Hot cracks typically appear as straight, transverse cracks with clean, intergranular fracture surfaces. Cold cracks appear as branching, irregular cracks with a "tree-like" pattern. Reheat cracks appear as transverse cracks in the HAZ with intergranular fracture characteristics.
  4. Step 4 – Metallurgical Confirmation: For critical applications, perform metallographic examination of the crack. This includes fracture surface analysis (SEM), microhardness mapping, hydrogen content measurement, and microstructural characterization of the HAZ.
  5. Step 5 – Root Cause Determination: Correlate the crack classification with process parameters (heat input, preheat temperature, interpass temperature, welding sequence, material chemistry) to identify the root cause and develop corrective actions.

4.3 Crack Classification Comparison Table

Characteristic Hot Cracks (Solidification/Liquation) Cold Cracks (Hydrogen-Induced) Reheat Cracks (PWHT)
Temperature of Formation 600–1100°C (near solidus) Below 200°C (often <50°C) 500–700°C (during PWHT)
Time of Appearance During or immediately after solidification Hours to days after welding During PWHT or shortly after
Typical Location Weld center, bead surface, HAZ partially melted zone HAZ, weld toe, base material near weld Coarse-grained HAZ, near weld toe
Crack Morphology Straight, transverse, intergranular Branching, irregular, transgranular Transverse, intergranular, straight
Primary Cause Impurities (S, P, Cu), restraint, thermal contraction Diffusible hydrogen, high hardness, residual stress Carbide precipitation, recovery embrittlement, residual stress
Material Susceptibility Austenitic SS, Ni alloys, high-S alloys HSLA steels, Cr-Mo steels, high-C steels HSLA steels, Cr-Mo steels, martensitic SS
Repair Methodology Full crack removal, root cause correction (material, process), re-weld Full crack removal, hydrogen bake-out, preheat adjustment, re-weld Full crack removal, PWHT parameter revision, re-weld and re-PWHT
Prevention Strategy Control impurity levels, optimize welding parameters, reduce restraint Control hydrogen sources, preheat, post-weld bake, limit Ceq Limit PWHT temperature, control cooling rate, pre-PWHT stress relief

5. Applicable Standards and Acceptance Criteria

5.1 Crack Rejection Criteria in Major Standards

The following standards establish the zero-tolerance policy for cracks in pressure-bearing welds and cladding layers:

Standard Scope Crack Acceptance Criterion
GB/T 11345 (Ultrasonic Testing) Weld UT testing methods Any crack indication is a reject
GB/T 3323 (Radiographic Testing) Weld RT evaluation Any crack is a reject (Level 1 and above)
NB/T 47013 (Pressure Vessel NDT) National standard for pressure vessel NDT methods All cracks in welds and HAZ are unacceptable
ASME BPV Section V NDE methods and acceptance Cracks are not permitted in any weld
ASME BPV Section IX Welder qualification and WPS Crack in qualification coupon = automatic rejection
API 1104 (Welding of Pipelines) Pipeline welding quality Any crack is a reject
ISO 5817 (Weld Quality Levels) Weld imperfection classification Cracks are not acceptable in any quality level (A, B, C)
NACE MR0175 / ISO 15156 H₂S-resistant materials Any crack in H₂S service welds is a reject
GB/T 19542 (Clad Plate) Clad plate acceptance Any crack in clad layer or bond line is a reject
ASTM A240 / A270 Stainless steel clad products Cracks are not permitted in clad surfaces

5.2 NDT Coverage Requirements for Crack Detection

Given the zero-tolerance nature of crack defects, NDT coverage for crack detection must be comprehensive. The following minimum requirements apply:

6. Common Risks and Control Measures

6.1 Risk Matrix for Crack Formation in Cladding Processes

Risk Factor Crack Type Affected Risk Level Control Measure
High sulfur/phosphorus in base material Hot cracks (solidification) High Material certification (S ≤ 0.030%, P ≤ 0.035%); spectrometer verification
Inadequate preheat Cold cracks High Preheat per WPS; temperature gun verification at weld location
Excessive interpass temperature Hot cracks; reheat cracks Medium Thermocouple monitoring; maximum interpass temperature per WPS
Moisture in welding consumables Cold cracks (hydrogen) High Consumable baking per manufacturer spec; desiccant storage; dew point monitoring
High restraint geometry Hot cracks; cold cracks Medium Weld sequence optimization; back-step welding; groove design modification
Inappropriate PWHT parameters Reheat cracks High PWHT procedure qualification; ramp rate control; hold temperature verification
Contaminated base material surface Cold cracks; hot cracks Medium Surface cleaning (grinding, wire brushing); visual inspection before welding
Excessive heat input Reheat cracks; liquation cracks Medium Heat input monitoring; welding parameter verification; WPS adherence
Hydrogen from base material Cold cracks Medium Pre-weld hydrogen bake-out for high-strength steels; surface preparation
Dissimilar metal welding without transition layer Liquation cracks; reheat cracks High Mandatory transition layer (e.g., 309L on carbon steel); qualified WPS

6.2 Preventive Control Framework

  1. Material Control: Verify chemical composition of base material and welding consumables by optical emission spectrometry (OES). Reject materials exceeding impurity limits (S, P, Cu, N). Ensure welding consumables are stored in desiccant cabinets at ≤40°C and ≤40% relative humidity.
  2. WPS Qualification: All welding procedures must be qualified per ASME BPV Section IX or NB/T 47014, with specific attention to crack-free welds in qualification coupons. WPS parameters (heat input range, preheat, interpass temperature, welding sequence) must be documented and followed.
  3. Preheat and Interpass Temperature Control: Apply preheat per WPS specifications, verified by infrared thermometer or thermocouple at the weld location (within 25 mm of the weld start point). Monitor interpass temperature continuously during multi-pass welding.
  4. Hydrogen Control: For materials with carbon equivalent (Ceq) > 0.45%, implement a hydrogen control program including consumable baking, surface drying, and post-weld hydrogen bake-out (250–350°C for 2 hours per 25 mm of thickness, minimum 2 hours).
  5. PWHT Procedure Control: For materials susceptible to reheat cracking, qualify the PWHT procedure with a specific focus on reheat crack resistance. Control heating and cooling rates (≤ 150°C/h for thick sections), hold temperature (typically 620–720°C for Cr-Mo steels), and hold time (1 hour per 25 mm of thickness, minimum 2 hours).
  6. NDT Protocol: Implement a staged NDT protocol: (1) Surface NDT after each critical weld pass, (2) Internal NDT after completion of welding, (3) Post-PWHT NDT for reheat-crack-susceptible materials, (4) Final surface NDT after all mechanical preparation.

7. Application Across Company Technology Routes

7.1 TIG/MIG Weld Overlay Cladding

In TIG and MIG weld overlay cladding—the primary technology route for clad plates, pipes, and custom components—crack assessment is integral to every production cycle. The following crack-specific considerations apply:

7.2 Hydraulic Explosive Bonding

In hydraulic explosive bonding—a process that uses controlled hydraulic pressure to achieve solid-state bonding between dissimilar metals—crack assessment takes on a different character. While the bonding process itself does not involve welding (and therefore does not produce weld cracks), the following crack-related considerations apply:

7.3 Explosion Welding

Explosion welding—the use of controlled detonation to achieve high-velocity collision and solid-state bonding between dissimilar metals—presents unique crack assessment challenges:

8. Contribution to Qualification Building and Customer Value

8.1 Qualification and Certification Support

The crack assessment capability documented in this technical entry directly supports the company's qualification and certification objectives:

8.2 Customer Value and Competitive Advantage

8.3 Documentation and Traceability

For each crack detected during production, the following documentation must be maintained to ensure full traceability and support qualification audits:

  1. Crack Identification Report: Including NDT method, detector identification, operator qualification level, date and time of inspection, and detailed description of the crack indication (location, size, orientation, and signal characteristics).
  2. Crack Classification Record: Including the classification decision (hot/cold/reheat), the evidence supporting the classification, and the root cause analysis.
  3. Repair Procedure: Including the repair methodology, welding parameters used, preheat and interpass temperatures, and the name and qualification of the repair welder.
  4. Post-Repair NDT Report: Including the NDT method, coverage, and results confirming the absence of residual cracks.
  5. Post-PWHT NDT Report (if applicable): Confirming that no reheat cracks formed during heat treatment.
  6. Final Acceptance Record: Signed by the quality inspector and the authorized inspector (if applicable), confirming that the repaired weld meets all acceptance criteria.

9. Conclusion

Crack assessment and classification in pressure-bearing welds and cladding layers is not merely a compliance exercise—it is a fundamental technical capability that underpins the integrity, safety, and reliability of every clad product manufactured by Cladding Technology Shanxi Co., Ltd. The zero-tolerance policy for cracks, codified across all major international and domestic standards, reflects the catastrophic consequences of crack-related failures in pressure equipment. By maintaining rigorous crack assessment procedures, qualified NDT personnel, and comprehensive documentation, the company ensures that every product delivered to customers meets the highest standards of quality and safety. This capability is a critical enabler of the company's qualification building, product delivery, and customer value propositions across all three technology routes: TIG/MIG weld overlay, hydraulic explosive bonding, and explosion welding.