• Title/Summary/Keyword: Corrosion Condition

Search Result 826, Processing Time 0.03 seconds

Effect of Retained Pre-construction Primer on the Corrosion Protection Properties of Epoxy Coatings

  • Lee, Chul-Hwan;Shin, Chil-Seok;Lee, Ho-Il;Chung, Mong-Kyu;Baek, Kwang-Ki
    • Corrosion Science and Technology
    • /
    • v.6 no.5
    • /
    • pp.219-226
    • /
    • 2007
  • Pre-construction primer (PCP), or shopprimer, have been applied to steel plates to control temporary corrosion during ship fabrication. For surface preparation at ship block stage, in common shipyard practices, welding beads, burnt and rusted areas shall be blasted or power tool cleaned and the contamination such as zinc salt shall be removed with blasting or power tool. Whereas, the sound film of PCP needs not to be removed or roughened as the paint having good compatibility with PCP is used for the first coat. In many cases, however, full blasting or sweep blasting on the sound PCP treated block assemblies was requested. There still has been argument about the legitimacy of this practice, thus, it is critical to evaluate the quality of the coating system applied on the sound PCP retained condition, comparing with the one applied on the full blasted or sweep blasted condition. In this study, two different epoxy systems for water ballast tank were applied on the surfaces with sound PCP condition, full blasted condition, and sweep blasted condition. Coating performances such as durability, anti-corrosion, cathodic disbondment resistance were evaluated. The test results clearly indicated that the sound film of PCP needed not to be removed or roughened as the paint having good compatibility with PCP based on inorganic zinc silicate.

Evaluate the Concrete mix by Type Accelerated Corrosion Test and Chloride Penetration Analysis with Artificial Seawater Cyclic Wet and Dry Condition (인공해수 건습반복조건에 따른 콘크리트배합별 부식촉진시험법과 염화물 침투해석평가)

  • Park, Sang-Soon;Kim, Min-Wook
    • Journal of the Korean Recycled Construction Resources Institute
    • /
    • v.1 no.3
    • /
    • pp.211-218
    • /
    • 2013
  • Cyclic wet and dry conditions in the marine environment structures corrosion is known to be the fastest rising. For that reason, accelerated corrosion test methods for the reproduction of tidal environment has been actively conducted. However, many studies have estimated threshold value for steel corrosion or concentrated in chloride penetration analysis. In this study, cyclic wet and dry conditions to reproduce the structure of the environment in accelerated corrosion and chloride penetration test analysis was performed. Corrosion was determined by the result of reinforcement corrosion monitoring based on galvanic potential measurement and half-cell potential method. Accelerated corrosion test results for each formulation was different corrosion periods, the order OPC> FA> BS> High-strength concrete. FEM durability interpretation program DuCOM was conducted under the same conditions as in accelerated corrosion test. The experimental RCPT tests demonstrated the validity of the result.

Design Considerations to Enhance Perforation Corrosion and Life Prediction of Automotive Body Panel

  • Choi, Minsoo;Chung, Bumgoo;Choi, Jaewoong
    • Corrosion Science and Technology
    • /
    • v.2 no.5
    • /
    • pp.247-251
    • /
    • 2003
  • The corrosion forms of automotive body panels are various. One of the representations is a corrosion pitting and its propagation on the lapped portion by galvanic corrosion. But it has been difficult in correlation analysis about the corrosion propagation rate and mechanism of pitting and the actual automotive body in field. This present study interprets experimentally the rust pitting occurrence mechanism on the lapped panels through experimental methods. And field car investigation was executed for correlation analysis with experimental results. This paper compares corrosion propagation rate by pitting on hot-dip galvannealed steel sheets with corrosion forms in the automotive field condition. The research fundamentals which make it possible to predict the pitting occurrence and propagation on the lapped panels in the actual vehicles are given.

An Evaluation of Corrosion Protective Systems for Reinforcing Steel in Concrete (콘크리트 구조물의 철근 방식성능 실험평가)

  • Hur, Jun;Hong, Gi-Suop;Oh, Sung-Mo;Jang, Ji-Won;Choi, Eung-Kyu;Choi, Oan-Chul
    • Proceedings of the Korea Concrete Institute Conference
    • /
    • 1997.10a
    • /
    • pp.275-280
    • /
    • 1997
  • An experimental study to evaluate corrosion protection systems was undertaken with 47 reinforced concrete slab specimens subjected to cyclic wet and dry saltwater exposure. Corrosion measurements included monitoring marcrocell corrosion currents, which are generally accepted in United States practice. Test results indicate that specimens containing 2 kg/$\textrm{m}^3$ of NaCl an exposed to a 10 percent of NaCl show high values of corrosion currents. For the specimens with water repellent membrane currents kept relatively low numerical values, while test specimens with surface corrosion inhibitor hyprotective systems show high values of corrosion currents. No clear indication of the corrosion inhibitor protective systems might be due to the extremely high chloride exposure of the specimens, which has brought the accelerated corrosion. It would be expected that evaluation of the corrosion protective systems need long-term measurement with specimen exposed les chloride but simulating the real condition.

  • PDF

The Investigation of Microstructure of Electro-deposited Layer for the Corrosion Resistance on Sheet Steel (강판의 부식방지를 위한 도금층 조직관찰)

  • 김인수;이세광
    • Proceedings of the Korean Society for Technology of Plasticity Conference
    • /
    • 1997.10a
    • /
    • pp.224-227
    • /
    • 1997
  • In Ni and Zn plating, microstructure and corrosion behavior of electrodeposits with various electroplating condition were investigated. Optical microstructure, SEM images and polarization curves of electrodeposits are different with plating time and temperature.

  • PDF

Comparison of Quantitative Analysis of Radioactive Corrosion Products Using an EPMA and X-ray Image Mapping

  • Jung, Yang Hong;Choo, Young Sun
    • Corrosion Science and Technology
    • /
    • v.19 no.5
    • /
    • pp.231-238
    • /
    • 2020
  • Radioactive corrosion product specimens were analyzed using an electron probe microanalyzer (EPMA) and X-ray image mapping. It is difficult to analyze the composition of radioactive corrosion products using an EPMA due to the size and rough shape of the surfaces. It is particularly challenging to analyze the composition of radioactive corrosion products in the form of piled up, small grains. However, useful results can be derived by applying a semi-quantitative analysis method using an EPMA with X-ray images. A standard-less, semi-quantitative method for wavelength dispersive spectrometry. EPMA analysis was developed with the objective of simplifying the analytical procedure required. In this study, we verified the reasonable theory of semi-quantitative analysis and observed the semi-quantitative results using a sample with a good surface condition. Based on the validated results, we analyzed highly rough-surface radioactive corrosion products and assessed their composition. Finally, the usefulness of the semi-quantitative analysis was reviewed by verifying the results of the analysis of radioactive corrosion products collected from spent nuclear fuel rods.

Effects of Surface Roughness on Atmospheric Corrosion of Galvanized Steel Sheets (아연도금 강판의 대기부식에 미치는 표면 거칠기의 영향)

  • 안진호;강성군;장세기
    • Journal of the Korean institute of surface engineering
    • /
    • v.31 no.6
    • /
    • pp.307-316
    • /
    • 1998
  • The effects of surface roughness on chromate conversion coating and the corrosion behavior of galvanized steel sheets were investigated. Surface roughness was differently given to the galvanized steel sheets tested and these were then chromated. Accelerated corrosion test was conducted under the condition of $30^{\circ}C$, 90%RH with flowing 200ppm $SO_2$ gas. The galvanized steels were also exposed to urban environment for 5 weeks. The corrosion rates were measured by weight gain method. The distribution of chromate film and corrosion product on the coating were examined which SEM/EDS. The chromate film formed preferentially at the convex sites rather than at the concave sites on the surface. The corrosion products were found at the concave sites where the chromate film formed rarely. The corrosion product on the coating were found at the concave sites where the chromate film formed rarely. The corrosion rates increased slightly with the surface roughness in accelerated corrosion test but significantly in field test.

  • PDF

Effect of Chemical Passivation Treatment and Flow on the Corrosion of 304 Stainless Steel in Hydrochloric Acid Solution

  • Zhao, Jie;Cheng, Cong Qian;Cao, Tie Shan
    • Corrosion Science and Technology
    • /
    • v.14 no.6
    • /
    • pp.273-279
    • /
    • 2015
  • Effects of passive film quality by chemical passivation and solution flow on the corrosion behavior of 304 stainless steel in HCl solution were investigated using a coloration indicator, and by corrosion weight loss, electrochemical polarization and element dissolution measurements. A high redness degree suggests a low passive-film integrity for 304 stainless steel following air exposure, while the minimum redness degree for the samples after chemical passivation suggests a high passive-film integrity. In the static condition, samples subjected to air exposure exhibited a high corrosion rate and preferential dissolution of Fe. Chemical passivation inhibited the corrosion rate due to the intrinsically high structural integrity of the passive film and high concentrations of Cr-rich oxides and hydroxide. Solution flow accelerated corrosion by promoting both the anodic dissolution reaction and the cathodic reaction. Solution flow also altered the preferential dissolution to fast uniform dissolution of metal elements.

Examination on Required Cover Depth to Prevent Reinforcement Corrosion Risk in Concrete

  • Yoon, In-Seok
    • Corrosion Science and Technology
    • /
    • v.11 no.5
    • /
    • pp.157-164
    • /
    • 2012
  • In first experiment series, this paper is devoted for examining progress of reinforcement corrosion due to carbonation in concrete and to quantify uncarbonation depth to protect reinforcement from corroding. The tolerance of cover depth should be considered in order to prevent carbonation-induced corrosion. From the relationship between the weight loss of reinforcement and corrosion current density for a given time, therefore, the tolerance of cover depth to prevent carbonation-induced corrosion is computed. It is observed that corrosion occurs when the distance between carbonation front and reinforcement surface (uncarbonated depth) is smaller than 5 mm.As a secondary purpose of this study, it is investigated to examine the interaction between carbonation and chloride penetration and their effects on concrete. This was examined experimentally under various boundary conditions. For concrete under the double condition, the risk of deterioration due to carbonation was not severe. However, it was found that the carbonation of concrete could significantly accelerate chloride penetration. As a result, chloride penetration in combination with carbonation is a serious cause of deterioration of concrete.