METALS AND METAL MATRIX COMPOSITES |
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Experimental Research on Corrosion Fatigue Behavior of G20Mn5QT/Q355D Dissimilar Steel Butt Welded Joint in Simulated Seawater |
LU Yan1,2,*, YU Zhenchao2, WANG Ruqi2
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1 Key Laboratory of Coast Civil Structure Safety of China Ministry of Education, Tianjin University, Tianjin 300350, China 2 School of Civil Engineering, Tianjin University, Tianjin 300350, China |
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Abstract Corrosion fatigue failure of welded joints of metal materials often leads to serious engineering accidents. In this work, the corrosion fatigue behavior of butt-welded joints of G20Mn5QT/Q355D dissimilar steel is studied, and the corrosion fatigue test in 3.5wt%NaCl solution is carried out. The corrosion fatigue fracture is observed by scanning electron microscope (SEM), and the failure mechanism of corrosion fatigue is analyzed. It is revealed that the defects (casting defects and welding defects) are the main causes of crack nucleation under the larger stress level (≥220 MPa). However, under the smaller stress level (≤220 MPa), the corrosion pit on the surface is the main cause of crack nucleation. The corrosion fatigue S-N curves of butt welded joints are established by Stromeyer expression and three-parameter Weibull distribution, respectively. The results show that the corrosion fatigue S-N curve with three-parameter Weibull distribution is more applicable in the prediction of corrosion fatigue life.
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Published: 10 October 2024
Online: 2024-10-23
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Fund:National Natural Science Foundation of China (52278199, 52022067) and Tianjin Science and Technology Program(23ZYYYJC00010). |
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