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January 22, 2026Welding in the World1 citationsOpen Access

Experimental evaluation of HFMI effectiveness for high-strength steel butt welds at R = 0.55–0.70

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MKM. KepkaUniversity of West BohemiaRMRadovan MinichUniversity of West BohemiaJŠJakub ŠtěpánCzech Technical University in Prague

Key Points

  • This study aims to evaluate the effectiveness of high-frequency mechanical impact (HFMI) on high-strength steel butt welds under varying stress ratios.
  • Conducted tests on 92 transverse V- and X-butt welds in different high-strength steel grades.
  • Applied constant-amplitude four-point bending at frequencies of 5 Hz until failure or runout.
  • Examined the effectiveness of HFMI at stress ratios of R = 0.55 and R = 0.70.
  • Achieved a mean fatigue life improvement factor of approximately 5.6 for S960 and 2.2 for S690 at R = 0.55.
  • Demonstrated that fatigue life benefits extend to R = 0.70 if nominal maximum stress is below yield strength.
  • Found that all HFMI data points exceeded draft IIW design lines, even when loaded beyond yield strength.

Abstract

Abstract High-frequency mechanical impact (HFMI) is among the most effective post-weld treatments for improving fatigue performance. However, the current IIW Recommendation provides design guidance only up to a stress ratio of R = 0. 52, leaving high-R applications without codified rules. This paper quantifies HFMI effectiveness at R = 0. 55 and R = 0. 70 under constant-amplitude four-point bending. A total of 92 transverse V- and X-butt welds in S355J2+N, S460NL, S690QL, and S960QL were tested at 5 Hz to failure or runout. The fatigue life improvement factor λ reached mean values of ₌₄₀₍ λ mean ≈ 5. 6 for S960 and ₌₄₀₍ λ mean ≈ 2. 2 for S690 at R=0. 55 R = 0. 55. These values represent conservative lower-bound estimates, as runouts were treated as failures at the test termination limit. The benefit persists to R=0. 70 R = 0. 70 provided that the nominal maximum stress remains below the yield strength; cases exceeding the yield strength show reduced gains. Crucially, all HFMI data points—including those loaded beyond the yield strength—lie above the draft IIW design lines.

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Cite This Study

Kepka et al. (2026) studied this question.

synapsesocial.com/papers/6971bea8642b1836717e355bhttps://doi.org/10.1007/s40194-026-02334-0
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