Filler Wire Selection Effects on Microstructure and Properties of T2 Copper–316L Stainless Steel GTAW Joints

1. Definition and Fundamental Principles

This technical entry addresses the systematic study of how filler wire composition influences the metallurgical microstructure, mechanical properties, and corrosion resistance of Gas Tungsten Arc Welding (GTAW) joints produced between T2 pure copper and 316L austenitic stainless steel. The T2/316L bimetallic interface represents a classic dissimilar metal weld challenge: the two base materials differ substantially in thermal conductivity (T2 copper: ~398 W/m·K vs. 316L: ~15 W/m·K), coefficient of thermal expansion, melting point, and elemental chemistry. These differences drive complex solidification behavior, intermetallic compound (IMC) formation, residual stress development, and differential corrosion susceptibility at the fusion boundary.

The fundamental metallurgical concerns in T2 copper–316L GTAW joints include:

2. Category and Business Positioning

This technology falls squarely within the company's TIG/MIG Weld Overlay technology route, specifically in the domain of dissimilar metal welding and transition layer deposition. It occupies a critical niche in the following business segments:

3. Technical Purpose and Value

3.1 Core Objectives

The study's primary objectives are to:

  1. Identify the optimal filler wire composition that minimizes intermetallic phase formation while maintaining adequate joint strength and ductility.
  2. Establish the relationship between filler wire alloying elements (Ni, Cr, Mo, Fe content) and the resulting weld microstructure, particularly the morphology and distribution of Cu–Fe intermetallics at the fusion boundary.
  3. Determine the effect of filler wire selection on tensile strength, elongation, hardness profile across the joint, and corrosion resistance (electrochemical and immersion testing).
  4. Provide actionable WPS development data that enables reproducible, qualified production welding of T2/316L joints.

3.2 Customer Value

4. Key Process and Implementation Points

4.1 Filler Wire Candidates Evaluated

Based on industry practice and the technical study scope, the following filler wire categories are typically evaluated for T2/316L GTAW joints:

Filler Wire Type Representative Composition Primary Role in Joint Typical Application
Cu-Si (ER CuSi) Cu balance, Si 0.6–1.0% Wetting improvement; low dilution of Cu side Decorative/low-stress joints
Cu-Ni (ER CuNi10) Cu balance, Ni 9–11% Reduced Fe diffusion; improved ductility General purpose dissimilar joints
309L (ER309L) Cr 22–24%, Ni 12–14%, C ≤0.03% High dilution tolerance; stress relief High-stress structural joints
310L (ER310L) Cr 24–26%, Ni 19–22%, C ≤0.03% Maximum dilution capacity; high temp strength Elevated temperature service
Ni-Base (ERNiCrMo-3 / 625) Ni balance, Cr 20–23%, Mo 8–10% Corrosion resistance; stress accommodation Severe corrosion environments
Cu-base with Ni+Si Cu balance, Ni 5–8%, Si 0.3–0.5% Hybrid: wetting + reduced IMC Optimized thermal/corrosion balance

4.2 Critical GTAW Process Parameters

Parameter Recommended Range Rationale
Welding Current 120–200 A (depending on thickness) Control penetration balance; avoid excessive Cu-side fusion
Travel Speed 4–8 cm/min Higher speed reduces heat input on Cu side; balances asymmetry
Arclength 2–4 mm Short arc improves bead profile; reduces oxidation
Shielding Gas Flow 15–25 L/min Adequate protection against CuO and Cr₂O₃ formation
Preheat Temperature 150–250°C (Cu side) Compensates for Cu thermal sink; promotes uniform fusion
Interpass Temperature ≤150°C Minimizes grain growth in 316L HAZ; controls residual stress
Joint Configuration V-groove (60° included angle) or lap joint Controls dilution ratio; ensures full fusion
Filler Wire Diameter 1.6–2.4 mm Controls deposition rate and heat input

4.3 Microstructural Control Strategies

The filler wire selection directly governs the following microstructural features:

4.4 Mechanical Property Targets

Property T2 Copper (Base) 316L (Base) Acceptable Joint Target
Tensile Strength (MPa) 210–320 515–720 ≥ 250 (≥ 75% of softer base)
Elongation (%) 45–50 40–45 ≥ 15
Hardness (HV) 50–80 140–180 Gradient ≤ 50 HV/mm at interface
Corrosion Potential (vs. SCE) −50 mV −350 mV Galvanic couple ΔE ≤ 300 mV

5. Applicable Standards and Acceptance Criteria

5.1 Welding Procedure Standards

5.2 NDT and Acceptance Standards

5.3 Material and Performance Standards

5.4 Qualification Test Requirements

For WPS qualification of T2/316L GTAW joints, the following test matrix is required:

  1. Macrograph Examination: Full cross-section etching (5% HNO₃ for Cu side, Nital for SS side) to verify full fusion, penetration profile, and intermetallic layer thickness.
  2. Microhardness Traversal: Vickers hardness testing at 0.5 mm intervals across the joint; maximum gradient must not exceed 50 HV/mm.
  3. Tensile Testing: Transverse and longitudinal specimens per GB/T 228.1 or ASTM E8.
  4. Bend Testing: Side-bend or transverse bend per GB/T 2650 or ASTM A370.
  5. Corrosion Testing: Immersion in 3.5% NaCl (ASTM B117), HCl solution (for chloride resistance), and electrochemical polarization testing.
  6. SEM/EDS Analysis: Characterization of intermetallic phases at the fusion boundary to confirm phase identification and distribution.

6. Common Risks and Controls

Risk Mechanism Detection Method Control Measure
Excessive Intermetallic Layer High Fe diffusion into Cu-rich zone during solidification and cooling Macrograph + SEM/EDS Use Ni-containing filler; limit heat input; reduce interpass temp
Incomplete Fusion (Cu Side) Excessive thermal conductivity of T2 copper drains heat from arc zone RT (GB/T 3323.1), macrograph Apply Cu-side preheat (150–250°C); increase current; optimize travel speed
Hot Cracking (316L Side) Low solid solubility of S/P in austenite; restraint stress PT (GB/T 6415), RT Use low-carbon filler (309L/310L); control S and P in base and filler
Galvanic Corrosion Electrochemical potential difference between Cu and SS in conductive electrolyte Electrochemical testing; immersion test Ensure joint electrical continuity; apply compatible coating; minimize exposed Cu surface area
Weld Bead Cratering Surface tension instability at high heat input on Cu side Visual inspection, RT Reduce current; shorten arclength; optimize travel speed
Residual Stress Exceedance Mismatched thermal expansion coefficients (Cu: 17×10⁻⁶/K; 316L: 17.3×10⁻⁶/K — moderate but differential cooling creates stress) Strain gauge, XRD Post-weld stress relief annealing (350–400°C for Cu, avoid above 600°C for SS); balanced multi-pass strategy

7. Application Across the Company's Three Technology Routes

7.1 TIG/MIG Weld Overlay Route

This study directly informs the TIG/MIG weld overlay route in the following ways:

7.2 Hydraulic Explosive Bonding Route

While the filler wire study pertains to welded joints, the metallurgical insights have indirect but valuable relevance to hydraulic explosive bonding:

7.3 Explosion Welding Route

The relationship between this filler wire study and the explosion welding route is primarily in qualification support and hybrid process development:

8. Qualification Building and Certification Contributions

8.1 WPS Qualification Support

This study generates the following qualification deliverables:

  1. Procedure Qualification Records (PQR): Each filler wire–parameter combination tested produces a documented PQR per ASME Section IX or NB/T 47014.
  2. Essential Variables Documentation: The study establishes which variables (filler wire type, current, travel speed, preheat) are essential vs. non-essential for the T2/316L GTAW process.
  3. Welder Qualification Support: Welders who successfully complete the qualification trials using the studied parameters and filler wires earn WPQ credentials valid for production work.

8.2 Product Delivery Enhancement

8.3 Customer Value Proposition

"Our systematic filler wire evaluation for T2 copper–316L stainless steel GTAW joints provides customers with pre-qualified, documented welding procedures that guarantee joint integrity, minimize intermetallic embrittlement, and ensure long-term corrosion resistance in their specific service environment. This translates directly to reduced lifecycle costs, lower risk of unplanned shutdowns, and full traceability for regulatory compliance."

9. Conclusions and Recommendations

The study of filler wire effects on T2/316L GTAW joint microstructure and properties is a foundational qualification activity that underpins the company's ability to deliver reliable dissimilar metal joints across all three technology routes. The following recommendations are drawn from the technical findings:

  1. For general-purpose joints: ERNiCrMo-3 (Ni-base) filler wire provides the best balance of ductility, corrosion resistance, and intermetallic suppression, though at higher material cost.
  2. For cost-sensitive applications: CuNi10 filler wire offers acceptable performance with significantly lower cost, suitable for non-pressure, low-stress applications.
  3. For high-temperature service: 310L filler wire provides adequate strength at elevated temperatures while maintaining acceptable corrosion resistance.
  4. For all applications: Strict control of preheat (Cu side: 150–250°C), interpass temperature (≤150°C), and travel speed (4–8 cm/min) is mandatory regardless of filler wire selection.
  5. For qualification documentation: Each production WPS must reference the specific PQR generated from this study, with all essential variables clearly defined and controlled.

This technical entry represents a critical knowledge asset that enables Cladding Technology Shanxi Co., Ltd. to offer customers fully qualified, documented, and technically validated dissimilar metal welding solutions — a decisive competitive advantage in the specialized cladding and overlay fabrication market.