Algorithms for determination of weld toe radius and weld toe angle in welded joints

This paper addresses the challenge of precise determination of weld toe radius and flank angle in welded joints. Despite the importance of these parameters for fatigue strength, existing research has not provided clear computational methods for their accurate evaluation. To address this research gap, various evaluation algorithms were developed and applied to both artificially generated profiles of butt-welded and fillet-welded joints and real digital scan data of a reference specimen. The study derives initial recommendations for data quality and the selection of evaluation methods based on weld seam geometry and point spacing. These recommendations consider the demonstrated areas of validity and limitations. The results show that a least squares approach offers the greatest potential to accurately determine weld toe radii. Additionally, the flank angle can be well determined using the gradient of the weld seam profile. The results improve the understanding in assessment of weld seam geometries, enabling automated and precise weld quality inspection in the future. This study may contribute in the future derivation of normative and harmonization regulations for the determination of weld toe parameters. • Contribution to enabling computer-aided automated weld seam inspection. • Detailed depiction and publication of algorithms for determination of weld toe parameters. • Comparison of different approaches for weld toe radius and weld toe angle determination. • The accuracy of the methods depends on point spacing, noise magnitude, and weld shape. • The approach using the least squares method showed the highest robustness.

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Publication Details

Journal
Journal of Constructional Steel Research
Published
2024-11-05
DOI
https://doi.org/10.1016/j.jcsr.2024.109112
Citations
6
Primary Topic
Fatigue and fracture mechanics
Type
article
Field-Weighted Citation Impact
1.62
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article

Algorithms for determination of weld toe radius and weld toe angle in welded joints

Peter Schaumann, Christian Dänekas, Elyas Ghafoori, Jan Schubnell et al.
6 citations
Journal of Constructional Steel Research
Fatigue and fracture mechanics
1.62
article

Algorithms for determination of weld toe radius and weld toe angle in welded joints

Peter Schaumann, Christian Dänekas, Elyas Ghafoori, Jan Schubnell, Matthias Jung, Johannes Krautheimer
article en
6 citations

Abstract

This paper addresses the challenge of precise determination of weld toe radius and flank angle in welded joints. Despite the importance of these parameters for fatigue strength, existing research has not provided clear computational methods for their accurate evaluation. To address this research gap, various evaluation algorithms were developed and applied to both artificially generated profiles of butt-welded and fillet-welded joints and real digital scan data of a reference specimen. The study derives initial recommendations for data quality and the selection of evaluation methods based on weld seam geometry and point spacing. These recommendations consider the demonstrated areas of validity and limitations. The results show that a least squares approach offers the greatest potential to accurately determine weld toe radii. Additionally, the flank angle can be well determined using the gradient of the weld seam profile. The results improve the understanding in assessment of weld seam geometries, enabling automated and precise weld quality inspection in the future. This study may contribute in the future derivation of normative and harmonization regulations for the determination of weld toe parameters. • Contribution to enabling computer-aided automated weld seam inspection. • Detailed depiction and publication of algorithms for determination of weld toe parameters. • Comparison of different approaches for weld toe radius and weld toe angle determination. • The accuracy of the methods depends on point spacing, noise magnitude, and weld shape. • The approach using the least squares method showed the highest robustness.

Journal of Constructional Steel ResearchVol. 224
Leibniz University Hannover (DE), Fraunhofer Institute for Mechanics of Materials (DE)
Openalex Percentile: Top 19%
Fatigue and fracture mechanics
1.62
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