2023
DOI: 10.1016/j.istruc.2023.03.151
|View full text |Cite
|
Sign up to set email alerts
|

Fatigue behaviour of butt-lap friction stir welded joints used with aluminum bridge decks

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
1

Citation Types

0
1
0

Year Published

2024
2024
2024
2024

Publication Types

Select...
6

Relationship

0
6

Authors

Journals

citations
Cited by 6 publications
(1 citation statement)
references
References 39 publications
0
1
0
Order By: Relevance
“…Several researchers found that the size and morphology of the hook defect affect the crack growth state in the tensile shear test, which is macroscopically manifested as a change in the fracture location of the joint [5][6][7]. Importantly, the existence of the hook defect is a key factor in reducing fatigue strengths because the tip of a hook defect always causes a change in stress concentration, providing a desirable site for fatigue crack initiation, and also because the hook defect reduces the effective thickness of the upper plate and the effective lap width of the joint, facilitating crack propagation by offering a suitable orientation, and thereby diminishing the load-bearing capacity of the welded parts [8][9][10]. In order to ensure safety, EN ISO 25239-5:2020 [11] also stipulates that the size of the hook defect should be less than 0.1 t (where t is the thickness of the upper plate), which seems to be so large that it loses its guiding significance in actual production.…”
Section: Introductionmentioning
confidence: 99%
“…Several researchers found that the size and morphology of the hook defect affect the crack growth state in the tensile shear test, which is macroscopically manifested as a change in the fracture location of the joint [5][6][7]. Importantly, the existence of the hook defect is a key factor in reducing fatigue strengths because the tip of a hook defect always causes a change in stress concentration, providing a desirable site for fatigue crack initiation, and also because the hook defect reduces the effective thickness of the upper plate and the effective lap width of the joint, facilitating crack propagation by offering a suitable orientation, and thereby diminishing the load-bearing capacity of the welded parts [8][9][10]. In order to ensure safety, EN ISO 25239-5:2020 [11] also stipulates that the size of the hook defect should be less than 0.1 t (where t is the thickness of the upper plate), which seems to be so large that it loses its guiding significance in actual production.…”
Section: Introductionmentioning
confidence: 99%