Low cycle fatigue behavior of AZ31 magnesium alloy joined by friction stir welding

Abstract This study, aims to weld the 5.2 mm thick AZ31 magnesium alloy with conventional friction stir welding at the highest joining efficiency. As a result of the experiments, 88% joining efficiency in tensile strength has been obtained at 1250 rpm, 400 mm.min −1 welding parameter. As a result of micro–macrostructure photographic examinations of the samples joined with these parameters, it is seen that the joining is fully realized. Samples joined with these parameters have been used in fatigue tests. According to the strain‐controlled low cycle fatigue test results performed on welded and base metal samples, the base metal samples have exceeded the 50,000‐cycle limit without failure, with an elongation rate of 0.3%, and the welded samples with an elongation rate of 0.2%. Low cycle fatigue parameters of welded and base metal samples have been obtained according to the Coffin‐Manson‐Basquin equation.

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Publication Details

Journal
Fatigue & Fracture of Engineering Materials & Structures
Published
2024-08-23
DOI
https://doi.org/10.1111/ffe.14411
Citations
2
Primary Topic
Advanced Welding Techniques Analysis
Type
article
Field-Weighted Citation Impact
0.43
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article

Low cycle fatigue behavior of AZ31 magnesium alloy joined by friction stir welding

Murat Türkan, Özler Karakaş, Filippo Berto
2 citations
Fatigue & Fracture of Engineering Materials & Structures
Advanced Welding Techniques Analysis
0.43
article

Low cycle fatigue behavior of AZ31 magnesium alloy joined by friction stir welding

Murat Türkan, Özler Karakaş, Filippo Berto
article en
2 citations

Abstract

Abstract This study, aims to weld the 5.2 mm thick AZ31 magnesium alloy with conventional friction stir welding at the highest joining efficiency. As a result of the experiments, 88% joining efficiency in tensile strength has been obtained at 1250 rpm, 400 mm.min −1 welding parameter. As a result of micro–macrostructure photographic examinations of the samples joined with these parameters, it is seen that the joining is fully realized. Samples joined with these parameters have been used in fatigue tests. According to the strain‐controlled low cycle fatigue test results performed on welded and base metal samples, the base metal samples have exceeded the 50,000‐cycle limit without failure, with an elongation rate of 0.3%, and the welded samples with an elongation rate of 0.2%. Low cycle fatigue parameters of welded and base metal samples have been obtained according to the Coffin‐Manson‐Basquin equation.

Fatigue & Fracture of Engineering Materials & StructuresVol. 47(11)
İzmir University of Economics (TR), Pamukkale University (TR), Sapienza University of Rome (IT)
Openalex Percentile: Top 43%
Advanced Welding Techniques Analysis
0.43
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