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; Milan Veljkovic; Henk Kolstein; Richard Pijpers; Johan Maljaars

doi:10.1016/j.engstruct.2025.120874

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 (Corresponding author)
, Milan Veljkovic
, Henk Kolstein
, Richard Pijpers
, Johan Maljaars

Research output: Contribution to journal › Comment/Letter to the editor › Academic › peer-review

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.

Original language	English
Article number	120874
Journal	Engineering Structures
Volume	340
DOIs	https://doi.org/10.1016/j.engstruct.2025.120874
Publication status	Published - 1 Oct 2025
Externally published	Yes

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© 2025 The Authors

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Fatigue behaviour of root crack in stiffener-to-deck plate weld at crossbeam of orthotropic bridge decks
Wu, W. (Corresponding author), Veljkovic, M., Kolstein, H., Pijpers, R. & Maljaars, J., 1 May 2024, In: Engineering Structures. 306, 16 p., 117710.
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Wu, W., Veljkovic, M., Kolstein, H., Pijpers, R., & Maljaars, J. (2025). 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)). Engineering Structures, 340, Article 120874. https://doi.org/10.1016/j.engstruct.2025.120874

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title = "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))",

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.",

author = "Weijian Wu and Milan Veljkovic and Henk Kolstein and Richard Pijpers and Johan Maljaars",

note = "Publisher Copyright: {\textcopyright} 2025 The Authors",

year = "2025",

month = oct,

day = "1",

doi = "10.1016/j.engstruct.2025.120874",

language = "English",

volume = "340",

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Wu, W, Veljkovic, M, Kolstein, H, Pijpers, R & Maljaars, J 2025, '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))', Engineering Structures, vol. 340, 120874. https://doi.org/10.1016/j.engstruct.2025.120874

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)). / Wu, Weijian (Corresponding author); Veljkovic, Milan; Kolstein, Henk et al.
In: Engineering Structures, Vol. 340, 120874, 01.10.2025.

Research output: Contribution to journal › Comment/Letter to the editor › Academic › peer-review

TY - JOUR

T1 - 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))

AU - Wu, Weijian

AU - Veljkovic, Milan

AU - Kolstein, Henk

AU - Pijpers, Richard

AU - Maljaars, Johan

PY - 2025/10/1

Y1 - 2025/10/1

N2 - 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.

AB - 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.

UR - https://www.scopus.com/pages/publications/105009130909

U2 - 10.1016/j.engstruct.2025.120874

DO - 10.1016/j.engstruct.2025.120874

M3 - Comment/Letter to the editor

AN - SCOPUS:105009130909

SN - 0141-0296

VL - 340

JO - Engineering Structures

JF - Engineering Structures

M1 - 120874

ER -

Wu W, Veljkovic M, Kolstein H, Pijpers R, Maljaars J. 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)). Engineering Structures. 2025 Oct 1;340:120874. doi: 10.1016/j.engstruct.2025.120874

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))

Abstract

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Research output

Fatigue behaviour of root crack in stiffener-to-deck plate weld at crossbeam of orthotropic bridge decks

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