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STEEL PIPE · FITTING · WELDING TECHNICAL STUDY

TIG Re-melting Process for Fatigue Strength Enhancement of Fillet Welds

Literature Overview

This 1990 study published in the Journal of Tsinghua University (Natural Science) by Xu Jimin, Wu Su, Yan Bingyi, Shi Yongji, Yang Yanman, and Shi Zhiqiang represents an early but highly influential investigation into post-weld thermal treatment through TIG re-melting of fillet welds. The collaboration between Tsinghua University's Department of Mechanical Engineering and the Railway Research Institute's Bridge Laboratory underscores the practical engineering motivation behind this research. The study focuses on 16Mnq steel fillet welds, a material commonly used in bridge and structural applications.

Core Technical Approach

The researchers investigated three interconnected aspects: the TIG re-melting process parameters, the embrittlement tendency of the re-melted zone, and the resulting fatigue strength improvement. This systematic approach allowed them to establish not only that re-melting improves fatigue performance but also to understand the metallurgical mechanisms responsible for this improvement.

Process Parameters and Re-melted Zone Characteristics

Aspect Finding
Base material 16Mnq structural steel
Weld type Fillet weld (angular joint)
Fatigue strength improvement 60%–70%
Embrittlement tendency of re-melted zone Low
Fracture toughness of re-melted zone Good
Process stability Achieved with optimized parameters

The determination of stable process parameters that produce a well-defined re-melted zone shape is particularly important from a manufacturing reproducibility standpoint. Unlike full weld repair, which requires complete removal of the original weld, TIG re-melting only requires a controlled pass over the existing weld surface, making it significantly more economical for fatigue-critical applications.

Metallurgical Mechanism of Fatigue Improvement

The fatigue strength improvement of 60% to 70% achieved through TIG re-melting is remarkably substantial and warrants careful understanding of its mechanism. The primary mechanism involves the modification of the weld toe region, which is the most critical location for fatigue crack initiation in fillet welds. The weld toe typically contains stress concentrations due to the geometric discontinuity, and may also contain residual tensile stresses from the welding process.

How TIG Re-melting Addresses Fatigue Critical Issues

  1. Stress concentration relief: The re-melting process creates a smooth, rounded transition at the weld toe, effectively reducing the geometric stress concentration factor.
  2. Residual stress modification: The thermal cycle of re-melting can relieve or compress the residual tensile stresses present at the weld toe from the original welding operation.
  3. Microstructural refinement: The controlled solidification during re-melting can produce a finer, more homogeneous microstructure at the weld toe compared to the original weld.
  4. Surface quality improvement: The re-melted surface is typically smoother and free of surface defects that could serve as crack initiation sites.

Engineering Practice Implications

For bridge engineers and structural designers, this research provides a practical solution to the fatigue life limitation of welded connections. The Railway Research Institute's involvement in this study suggests that the findings were directly applicable to railway bridge maintenance and upgrade programs, where fatigue is a primary concern for welded structural components.

Practical Implementation Considerations

Critical Reflection

This study was published over three decades ago, and its findings have been validated and extended by subsequent research. However, the fundamental approach remains valid and continues to be applied in engineering practice. The relatively simple technology of TIG re-melting offers a cost-effective fatigue improvement solution that does not require specialized equipment beyond standard TIG welding capability. For maintenance and repair applications, where extensive structural modification is not feasible, this technique remains highly relevant.

The embrittlement assessment of the re-melted zone is particularly important from a safety standpoint. The finding that embrittlement tendency is low and fracture toughness is good provides confidence that the re-melting process does not introduce new failure modes. This is a critical consideration that distinguishes a well-designed post-weld treatment from a potentially harmful thermal modification.