Technical Papers
Oct 22, 2020

Fatigue Properties Investigation of Corroded High-Performance Steel Specimens

Publication: Journal of Materials in Civil Engineering
Volume 33, Issue 1

Abstract

Experiments were performed to investigate the fatigue properties of corroded high-performance steel (HPS). Ninety pieces of Q460D and 90 pieces of Q550E HPS specimens with five different corrosion levels were designed to investigate the effect of corrosion on their fatigue properties. Three-dimensional (3D) scanning and scanning electron microscope (SEM) were employed to observe the macroscopic and microscopic morphology. The S-N curves in terms of various levels of corrosion damages were obtained, and the influences of different corrosion levels on the fatigue properties are discussed. The experimental results show that corrosion changes the characteristics of the fatigue crack source zone, crack development zone, critical transition zone, and instantaneous fracture zone. Compared with Q460D, the critical transition area of Q550E has a higher flatness. Progressing corrosion damage results in a linear decreasing fatigue life of the HPS specimens in the double logarithmic coordinate system. The fatigue life of steel specimens can be expressed as an exponential function of the cross-sectional corrosion loss level. The increasing stress level will aggravate the degradation of fatigue life.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

The study presented here was financially supported by the National Basic Research Program of China (973 Program, Grant No. 2015CB057701), the National Natural Science Foundation of China (Grant No. 51778068), and the Key Project of Hunan Provincial Education Department (18A136). This support is highly appreciated.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 33Issue 1January 2021

History

Received: Jan 3, 2020
Accepted: Jun 23, 2020
Published online: Oct 22, 2020
Published in print: Jan 1, 2021
Discussion open until: Mar 22, 2021

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Ph.D. Candidate, School of Civil Engineering, Changsha Univ. of Science and Technology, No. 960, Section 2, Wanjiali South Rd., Changsha, Hunan 410114, China. Email: [email protected]
Ph.D. Candidate, School of Civil Engineering, Changsha Univ. of Science and Technology, No. 960, Section 2, Wanjiali South Rd., Changsha, Hunan 410114, China (corresponding author). Email: [email protected]
C. S. Cai, P.E., F.ASCE [email protected]
Distinguished Professor, Dept. of Civil and Environmental Engineering, Louisiana State Univ., 3230D Patrick Taylor Hall, Baton Rouge, LA 70803. Email: [email protected]
Jianren Zhang [email protected]
Professor, School of Civil Engineering, Changsha Univ. of Science and Technology, No. 960, Section 2, Wanjiali South Rd., Changsha, Hunan 410114, China. Email: [email protected]
Lei Wang, A.M.ASCE [email protected]
Professor, School of Civil Engineering, Changsha Univ. of Science and Technology, No. 960, Wanjiali South Rd., Changsha, Hunan 410114, China. Email: [email protected]

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