4.6 Article

Effect of cathodic protection current density on corrosion rate of high-strength steel wires for stay cable in simulated dynamic marine atmospheric rainwater

Journal

STRUCTURES
Volume 29, Issue -, Pages 1655-1670

Publisher

ELSEVIER SCIENCE INC
DOI: 10.1016/j.istruc.2020.12.028

Keywords

ICCP; Simulated rainwater; Flow rate; Protection current density; Stay cable; High-strength steel wire

Funding

  1. National Natural Science Foundation of China [51778587, 51808510]
  2. Key Sci-entific and Technological Research Projects of Henan Province [192102310514]
  3. Foundation for University Young Key Teacher by Henan Province [2017GGJS005]
  4. Outstanding Young Talent Research Fund of Zhengzhou University [1421322059]
  5. Science and Technology Planning Project of Transportation in Henan Province [2016Y2-2, 2018J3]

Ask authors/readers for more resources

This study investigated an ICCP method for high-strength steel wires in a rainfall environment, finding that the ICCP system effectively reduces the corrosion rate of the steel wires. However, the protection efficiency varied slightly under different flow rates.
Impressed current cathodic protection (ICCP) is considered an effective method for reducing the corrosion of structures, but is seldom used in the corrosion protection of high-strength steel wires for bridge cables (e.g., stay cable) because the atmospheric environment in which the steel wires are located can barely provide electrolyte solutions for the ICCP system. However, rainwater accumulates on the cable surface and forms rivulets under rainfall conditions, and such rainwater rivulets can be used as electrolyte solutions for the ICCP system of high strength steel wires. On this basis, this study proposed an ICCP method for high-strength steel wires in rainfall environment and investigated the effects of different protection current densities on the corrosion rate of stay cable steel wires in a simulated dynamic rainwater environment. In this work, the test time and environmental temperature were fixed at 20 d and 28 degrees C, and a 3% NaCl solution was employed as the simulated rainwater. Corrosion morphologies of steel wires were used to qualitatively characterize the corrosion degree. Weight loss and electrochemical measurements were used to quantitatively characterize the corrosion rate. Scanning electron microscopy and X-ray diffraction were used to analyze the microscopic morphology of corroded steel wires and the chemical composition of corrosion products, respectively. Results showed that in comparison with unprotected steel wires, the surface of steel wires with ICCP were flatter, the number and size of corrosion pits were significantly reduced, and the corrosion rate was significantly reduced. Thus, ICCP played a protective effect throughout the test period; however, the protection efficiency was slightly different under different flow rates. The steel wires were effectively protected at any protective current density under the flow rate of 0.7 mL/min, but were not effectively protected when the protection current density reached 60 mA/m(2) under the flow rates of 7 mL/min and 14 mL/min.

Authors

I am an author on this paper
Click your name to claim this paper and add it to your profile.

Reviews

Primary Rating

4.6
Not enough ratings

Secondary Ratings

Novelty
-
Significance
-
Scientific rigor
-
Rate this paper

Recommended

Article Construction & Building Technology

Characteristic analysis of acoustic emission monitoring parameters for crack propagation in UHPC-NC composite beam under bending test

Shengli Li, Longguan Zhang, Pan Guo, Pu Zhang, Chao Wang, Wencong Sun, Shanling Han

Summary: Ultra high performance concrete (UHPC) demonstrates superior mechanical properties and durability compared to normal concrete (NC) materials. The use of acoustic emission (AE) technique in monitoring crack propagation in UHPC-NC composite beams has shown promising results, with AE parameters exhibiting distinguishable characteristics at different failure stages. AE monitoring method can be considered as an alternative to traditional monitoring methods for real-time monitoring of crack propagation in UHPC-NC composite beams.

CONSTRUCTION AND BUILDING MATERIALS (2021)

Article Construction & Building Technology

Effect of current density on the cathodic protection efficiency and mechanical properties of pre-stressed high-strength steel wires for stay cable

Longguan Zhang, Zhenzhen Liang, Shengli Li

Summary: This study investigated the influence of pre-stress level and protection current density on the cathodic protection efficiency and mechanical properties of stay cable high-strength steel wires. Results showed that the corrosion rate of steel wires increased with pre-stress level and the application of ICCP reduced rust accumulation on their surface. The ICCP efficiency increased with the protection current density, with no significant difference in the IOP values of the steel wires with different pre-stress levels.

CONSTRUCTION AND BUILDING MATERIALS (2022)

Article Construction & Building Technology

Corrosion evaluation of prestressed high-strength steel wires with impressed current cathodic protection based on acoustic emission technique

Shengli Li, Zhenzhen Liang, Longguan Zhang

Summary: The AE technique was used to evaluate the corrosion degree of stay cable high-strength steel wires under pre-stress and impressed current cathodic protection in a simulated marine atmospheric rainwater environment. The study found that the more negative the open circuit potentials and the greater the average corrosion rates, the higher the cumulative AE parameters. The corrosion degree was classified into no corrosion, slight corrosion, medium corrosion, and severe corrosion based on AE intensity analysis.

STRUCTURAL CONTROL & HEALTH MONITORING (2022)

No Data Available