Structure and corrosion resistance of pipe pile steel used in hydraulic engineering

0Citations
Citations of this article
N/AReaders
Mendeley users who have this article in their library.
Get full text

Abstract

Microstructure, mechanical property and corrosion resistance of low carbon steel (A), adding 0.18Cu (B) and 0.18Cu+0.18Cr pipe pile steel (C) were comparatively studied. The results showed that the strength and elongation of sample B and C were significantly higher than that of sample A, the yield strength of 3 kinds of hot-rolled pipe pile steel was less than 0.7. The corrosion degree in the area of the hot-rolled pipe pile above the liquid surface was heavier than that in the area below the liquid surface, while the corrosion degree at the liquid-gas interface was the heaviest. After adding 0.18Cu and adding 0.18Cu+0.18Cr, the corrosion type of pipe pile steel had changed from localized pitting to uniform corrosion, and the corrosion rates of pile steels with 0.18Cu and 0.18Cu+0.18Cr were significantly lower than that of low carbon steel. The surface corrosion products of A and C steels are mainly composed of α-FeOOH, β-FeOOH, γ-FeOOH and Fe3O4, and more Fe3O4 was contained in the corrosion products of sample C. The corrosion resistance of pipe pile steel was improved by adding 0.18Cu or adding 0.18Cu+0.18Cr separately, and sample C had relatively higher corrosion resistance.

Cite

CITATION STYLE

APA

Zhen, Z., Li, Y., & Jin, H. (2018). Structure and corrosion resistance of pipe pile steel used in hydraulic engineering. Corrosion and Protection, 39(7), 501–505. https://doi.org/10.11973/fsyfh-201807003

Register to see more suggestions

Mendeley helps you to discover research relevant for your work.

Already have an account?

Save time finding and organizing research with Mendeley

Sign up for free