| People | Locations | Statistics |
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| Naji, M. |
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| Motta, Antonella |
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| Aletan, Dirar |
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| Mohamed, Tarek |
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| Ertürk, Emre |
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| Taccardi, Nicola |
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| Kononenko, Denys |
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| Petrov, R. H. | Madrid |
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| Alshaaer, Mazen | Brussels |
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| Bih, L. |
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| Casati, R. |
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| Muller, Hermance |
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| Kočí, Jan | Prague |
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| Šuljagić, Marija |
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| Kalteremidou, Kalliopi-Artemi | Brussels |
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| Azam, Siraj |
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| Ospanova, Alyiya |
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| Blanpain, Bart |
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| Ali, M. A. |
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| Popa, V. |
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| Rančić, M. |
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| Ollier, Nadège |
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| Azevedo, Nuno Monteiro |
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| Landes, Michael |
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| Rignanese, Gian-Marco |
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Braun, Moritz
German Aerospace Center
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (20/20 displayed)
- 2024Fatigue crack initiation and propagation in plain and notched PBF-LB/M, WAAM, and wrought 316L stainless steel specimenscitations
- 2023Application of the limit design state to hull-girder ultimate strength evaluations on the ship-shaped structures
- 2023Application of the limit design state to hull-girder ultimate strength evaluations on the ship-shaped structures
- 2023Local fatigue assessment of butt-welded joints between additively manufactured 316L stainless steel parts
- 2023Hull girder ultimate strength of bulk carrier (HGUS-BC) evaluation: structural performances subjected to true inclination conditions of stiffened panel members
- 2023Strengthening mechanisms and strain hardening behavior of 316L stainless steel manufactured by laser-based powder bed fusioncitations
- 2023Mechanical behavior of additively and conventionally manufactured 316L stainless steel plates joined by gas metal arc weldingcitations
- 2023Mechanical behavior of additively and conventionally manufactured 316L stainless steel plates joined by gas metal arc weldingcitations
- 2022Relation between the fatigue and fracture ductile-brittle transition in S500 welded steel jointscitations
- 2022Relation between the fatigue and fracture ductile-brittle transition in S500 welded steel joints
- 2022Comparison of local fatigue assessment methods for high-quality butt-welded joints made of high-strength steel
- 2022Fatigue crack initiation and propagation relation of notched specimens with welded joint characteristics
- 2022Fatigue crack initiation and propagation relation of notched specimens with welded joint characteristicscitations
- 2022Influence of pitting corrosion on the fatigue strength of offshore steel structures based on 3D surface scans
- 2022Zum Verhältnis von Rissinitiierung und -ausbreitung an gekerbten Proben mit Schweißnahtcharakteristik ; On the relation between cycles to crack initiation and crack growth cycles at notched specimens with seam weld charakteristics
- 2021Probability analysis of PIT distribution on corroded ballast tank
- 2021Fatigue strength of PBF-LB/M and wrought 316L stainless steel : effect of post-treatment and cyclic mean stress
- 2020Extension of the strain energy density method for fatigue assessment of welded joints to sub-zero temperatures
- 2020Guidance for material selection based on static and dynamic mechanical properties at sub-zero temperaturescitations
- 2018Comparison of fatigue strength of post-weld improved high strength steel joints and notched base material specimens
Places of action
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document
Comparison of local fatigue assessment methods for high-quality butt-welded joints made of high-strength steel
Abstract
Fatigue strength of welded joints is typically independent of the parent material static strength; however, there are two exceptions from this rule—post-weld treated joints and high-quality joints. The reason for both is the absence of sharp weld transitions. Thus, fatigue life is not fully governed by fatigue crack propagation but also by fatigue crack initiation. This is intensified by the fact that crack initiation behaviour is proportional to static strength properties. Commonly, this effect is not accounted for by design guidelines and typical fatigue assessment methods for welded joints. This study hence investigates the applicability and accuracy of different local fatigue assessment methods for high-quality welded joints made of high-strength steel. For this purpose, fatigue test results of S500 structural steel joints with weld toe and weld root failure are assessed using a variety of local approaches and then compared to the nominal stress approach. Finally, the transferability of results to large-scale structures are discussed and recommendations are given for practical applications.