Corrigendum to “Fatigue behaviour of root crack in stiffener-to-deck plate weld at crossbeam of orthotropic bridge decks” [Eng Struct 306 (2024)117710 1-16] (Engineering Structures (2024) 306, (S0141029624002724), (10.1016/j.engstruct.2024.117710))
Weijian Wu (TU Delft - Steel & Composite Structures)
Milan Veljkovic (TU Delft - Steel & Composite Structures)
Henk Kolstein (TU Delft - Steel & Composite Structures)
Richard Pijpers (TNO)
Johan Maljaars (Eindhoven University of Technology, TNO)
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Abstract
The authors regret that due to errors in typing, Eq. (2) and the corresponding texts should be replaced by: where ∆M is the bending moment range and the second moment of area [Formula presented], both in unit width. The results in the paper are not affected by the typing error. The authors would like to apologise for any inconvenience caused.