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))

Journal Article (2025)
Author(s)

Weijian Wu (TU Delft - Steel & Composite Structures)

Milan Veljkovic (TU Delft - Steel & Composite Structures)

Henk Kolstein (TU Delft - Steel & Composite Structures)

Richard Pijpers (TNO)

J. Maljaars (Eindhoven University of Technology, TNO)

Research Group
Steel & Composite Structures
DOI related publication
https://doi.org/10.1016/j.engstruct.2025.120874
More Info
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Publication Year
2025
Language
English
Related content
Research Group
Steel & Composite Structures
Volume number
340
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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.

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