Technical Papers
Jun 30, 2020

Effect of Grit Blasting and Subsequent Cold Spraying on Low-Cycle Fatigue Crack Growth of Q355B Steel

Publication: Journal of Materials in Civil Engineering
Volume 32, Issue 9

Abstract

Low-pressure cold spraying was used to deposit A5052 and Al coatings on structural Q355B steel to improve its fatigue performance. Through the experiments and finite-element simulation, the fatigue crack growth behavior of Q355B steel substrate after polishing, grit blasting, and cold spraying with A5052 and Al powders were compared and analyzed. The bonding strengths of coatings to the substrate surfaces were measured through tensile testing. Three-point bending testing, with fracture morphology analysis and extended finite-element simulation, was conducted to analyze the effects of cold spraying coatings on the crack growth of Q355B steel. Results showed that the effects of grit blasting and cold spraying with A5052 and Al powders, and their combined effect, were conducive to the enhanced fatigue performance of Q355B steel.

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Data Availability Statement

No data, models, or code were generated or used during the study.

Acknowledgments

This work was supported by the Natural Science Foundation of China (No. 51801143), the Natural Science Foundation of Shaanxi (No. 2018JZ5015), the Shaanxi Ministry of Education (No. 17JS064), and the Science and Technology Foundation of Xi’an University of Architecture and Technology (2019) (No. ZR19012). The authors acknowledge the Shaanxi Provincial Key Laboratory of Environmental and Municipal Engineering, the Shaanxi Key Laboratory of Surface Engineering and Remanufacturing, and the Mechanics Laboratory of the College of Science, Xi’an University of Architecture and Technology, for providing test equipment and conditions.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 32Issue 9September 2020

History

Received: Sep 25, 2019
Accepted: Feb 10, 2020
Published online: Jun 30, 2020
Published in print: Sep 1, 2020
Discussion open until: Nov 30, 2020

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Junfen Yang [email protected]
Associate Professor, School of Civil Engineering, Xi’an Univ. of Architecture and Technology, Xi’an 710055, China; Associate Professor, Key Lab of Structural Engineering and Earthquake Resistance, Ministry of Education, Xi’an Univ. of Architecture and Technology, Xi’an 710055, China (corresponding author). Email: [email protected]
Jinglin Yang [email protected]
Master Degree Candidate, School of Civil Engineering, Xi’an Univ. of Architecture and Technology, Xi’an 710055, China. Email: [email protected]
Professor, School of Metallurgical Engineering, Xi’an Univ. of Architecture and Technology, Xi’an 710055, China. Email: [email protected]
Ph.D. Candidate, School of Civil Engineering, Xi’an Univ. of Architecture and Technology, Xi’an 710055, China. Email: [email protected]
Master Degree Candidate, School of Civil Engineering, Xi’an Univ. of Architecture and Technology, Xi’an 710055, China. Email: [email protected]

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