Learn how a 2025 study in European Journal of Mechanics / A Solids integrates welding simulation, cyclic FEA, the 4R fatigue method, and SimDec global sensitivity analysis to predict fatigue life under constant, overload, and variable-amplitude loading.
Fatigue failure in welded joints remains one of the most persistent engineering challenges—especially when high-strength steels and complex load histories are involved. While traditional fatigue methods rely on simplified assumptions about residual stresses and material response, modern welded structures demand simulation-based approaches that can capture real material behavior.
A new 2025 study published in the European Journal of Mechanics / A Solids takes a major step forward by combining:
This combination offers one of the most comprehensive fatigue assessments of welded gusset joints to date.
Traditional fatigue evaluation often assumes:
But real welded structures experience:
This study directly addresses these realities by numerically simulating not only welding mechanics but also the full cyclic response under CA, quasistatic overloads, and VA loading (see load diagrams on page 5, Fig. 6).
The authors run a sequentially coupled thermal–mechanical simulation (Fig. 2, p. 3).
Key elements:
Four load types were simulated (Fig. 6):
The 4R method uses:
to compute a local fatigue-effective stress.
The study generated 315 simulation cases, analyzing material uncertainty and load conditions.
The sensitivity analysis (Table 13, p. 12) found:
The simulation-based S–N curve shows a very low scatter index of Tσ = 1.25 (Fig. 17), compared to typical welded-joint scatter of ~1.5.
This indicates excellent predictive capability.
Residual stress profiles in as-welded, OL06, and OL08 cases (Fig. 12) match experiments, confirming:
Figures 15 (p. 11) show stress relaxation phenomena during long VA sequences—an effect analytical fatigue models cannot capture.
From global sensitivity analysis (Table 13), the cyclic strength factor H′ strongly shapes:
The local fatigue hotspot was found near the coarse-grained HAZ close to the weld toe (Fig. 13).
This study demonstrates that combining:
produces fatigue predictions that align closely with experimental behavior under multiple load types.
This is essential if we want to move toward simulation-driven certification of welded structures and reduce the reliance on costly large-scale fatigue testing.
Pesonen, T., Kozlova, M., Ahola, A., Björk, T., & Moshtaghi, M. (2025). Simulation-based fatigue assessment using the 4R method in different load conditions. European Journal of Mechanics / A Solids, 111, 105600. https://doi.org/10.1016/j.euromechsol.2025.105600