Microstructure and Properties of Stainless Steel Cladding on Q235 Steel
Introduction and Technical Context
The combination of Q235 carbon steel as a base material with stainless steel as a cladding layer represents one of the most widely used bimetal configurations in industrial applications. Q235, a common structural carbon steel in Chinese manufacturing, offers excellent mechanical properties and weldability, while the stainless steel cladding layer provides corrosion resistance, wear resistance, or aesthetic finish. Understanding the microstructure evolution and mechanical properties of the interface between these two dissimilar materials is fundamental to ensuring the reliability and performance of the final product.
Base Material and Cladding Material Characteristics
Q235 steel is a low-carbon structural steel with a nominal composition of approximately 0.14–0.22% carbon, 0.35–0.65% manganese, and trace amounts of silicon and sulfur. Its microstructure consists primarily of ferrite and pearlite, with a typical hardness of 120–180 HV. The low carbon content ensures good weldability and ductility but limits the hardenability of the base material.
| Property | Q235 Base Steel | 304 Stainless Cladding | 316L Stainless Cladding |
|---|---|---|---|
| Carbon (%) | 0.14–0.22 | 0.08–0.08 | ≤0.03 |
| Chromium (%) | 0.30–0.60 | 18.0–20.0 | 16.0–18.0 |
| Nickel (%) | ≤0.30 | 8.0–12.0 | 10.0–14.0 |
| Molybdenum (%) | ≤0.30 | — | 2.0–3.0 |
| Hardness (HV) | 120–180 | 180–220 | 180–230 |
| Tensile Strength (MPa) | 375–500 | 520–720 | 530–750 |
The selection between 304 and 316L cladding depends on the service environment. 304 stainless steel provides adequate corrosion resistance for atmospheric and mild chemical environments, while 316L offers superior resistance to chlorides and acidic conditions due to its molybdenum content.
Microstructure Evolution at the Interface
The microstructure of the weld overlay interface is governed by the interaction between the austenitic stainless steel filler and the ferritic-pearlitic base metal. During welding, the high dilution from the base metal into the weld metal results in a transition zone where the microstructure evolves from austenite (in the weld metal) through a mixed austenite-ferrite structure (in the transition zone) to the original ferrite-pearlite (in the base metal).
The dilution rate is a critical factor. For submerged arc welding (SAW) overlay, the dilution rate can range from 20% to 40%, significantly higher than for gas metal arc welding (GMAW), which typically achieves 10% to 20% dilution. Higher dilution introduces more carbon and manganese from the base metal into the weld, which can promote the formation of delta ferrite in the weld metal and increase the hardness of the transition zone.
| Welding Process | Typical Dilution Rate | Weld Microstructure | Transition Zone Hardness |
|---|---|---|---|
| Submerged Arc Welding (SAW) | 20–40% | Austenite + Delta Ferrite | 200–280 HV |
| GMAW (MIG/MAG) | 10–20% | Predominantly Austenite | 180–240 HV |
| GTAW (TIG) | 5–15% | Predominantly Austenite | 160–220 HV |
| Electroslag Welding (ESW) | 30–50% | Mixed Ferrite + Austenite | 220–320 HV |
The presence of delta ferrite in the weld metal is generally considered beneficial for preventing hot cracking in austenitic welds, but excessive amounts can reduce ductility and corrosion resistance. The target delta ferrite content is typically 5–15% by volume, as measured by the ferrite number (FN) method.
Mechanical Properties and Performance Assessment
The mechanical properties of the cladding interface are assessed through hardness mapping, tensile testing, and interfacial bond strength evaluation. The hardness profile across the cladding layer, transition zone, and base metal should be examined to identify any regions of excessive hardening that could be susceptible to cracking.
| Test Method | Test Standard | Acceptance Criteria |
|---|---|---|
| Hardness Mapping | ASTM E10 | No hardness exceeding 350 HV in HAZ |
| Tensile Test | GB/T 228.1 | Fracture in base metal or cladding, not at interface |
| Bend Test | GB/T 2651 | No cracking at 180° bend |
| Peel Test | ASTM G66 | Peel strength ≥ 20 MPa |
| Intergranular Corrosion | ASTM A923 | No intergranular attack after 24h test |
A critical finding from the literature is that the interfacial bond strength of stainless steel cladding on Q235 steel is strongly influenced by the welding sequence and number of passes. A single-pass overlay often exhibits lower bond strength due to incomplete melting of the base metal surface. Multi-pass welding with proper layering sequences, such as a transition layer followed by a corrosion-resistant top layer, significantly improves both bond strength and corrosion performance.
Engineering Implications and Design Considerations
For engineering applications involving Q235 base steel with stainless steel cladding, several design considerations must be addressed. The thermal expansion mismatch between carbon steel and stainless steel, approximately 1.2 × 10⁻⁵/K for Q235 versus 1.7 × 10⁻⁵/K for austenitic stainless steel, creates residual stresses during cooling that can affect dimensional stability and fatigue performance.
The welding procedure specification should include controlled heat input, typically in the range of 1.0 to 3.0 kJ/mm, to balance penetration requirements with distortion control. Post-weld stress relief at 425–450°C for carbon steel structures or 600–650°C for austenitic stainless steel components must be carefully managed to avoid sensitization of the cladding layer.
Summary
The cladding of stainless steel onto Q235 steel is a well-established bimetal manufacturing technique that combines the structural strength of carbon steel with the corrosion resistance of stainless steel. The key to successful implementation lies in understanding the microstructural evolution at the interface, controlling dilution rates through appropriate welding process selection, and ensuring adequate bond strength through multi-pass welding procedures. Engineers should pay particular attention to the transition zone microstructure, as this region is often the weakest link in the bimetallic assembly. Proper welding procedure qualification, thorough NDT, and comprehensive mechanical property testing are essential for ensuring the long-term reliability of stainless steel clad Q235 steel products in corrosive service environments.
CLADDING TECHNOLOGY SHANXI CO., LTD