• Proceedings of the Korean Institute of Surface Engineering Conference
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• 2015.05a
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• pp.37-37
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• 2015

합금 조성 및 열-기계적 처리 조건에 따라 제2상의 종류, 분율, 크기 등이 변화하였으며, 이러한 미세조직적 인자의 변화에 따라 부식거동이 변화하였다. 또한 부식환경에 따라 부식거동에 영향을 미치는 여러 인자들의 상호작용이 변화하였으며 이로 인하여 서로 다른 부식환경에서 합금 조성에 따른 부식거동의 차이가 발생하였다.

• 보존과학연구
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• s.33
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• pp.33-43
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• 2012

The corrosion phenomena of the iron artifacts was studied by morphology observation and instrumental analysis(EDS, XRD, Raman) with various corrosion factors in oder to verify to confirm the danger of corrosion factors. Corrosion compounds were collected by depositing pure Fe powder(99%) into a HCl, $HNO_3$, $H_2SO_4$, and $H_2O$ solution which contained the corrosion factors. Stereoscopic-microscope observations were then conducted determine the colors and shapes of the collected corrosion compounds, and SEM-EDS analysis was conducted to confirm the corrosion factors and the growth of these compounds. X-ray diffraction (XRD), Raman analyses were conducted to examine the crystal structure and compositions of the created corrosion compounds. The results of the experiment revealed that corrosion speed was faster in an acidic environment and corrosion of HCl and $H_2SO_4$ was greater than that of $HNO_3$. The corrosion compounds of HCl grew into a needle or chestnut-like shape after being affected by Cl- ion, and XRD and Raman analyses detected goethite and lepidocrocite. The corrosion compounds of $H_2SO_4$ was affected by S ion and grew into a slender-needle-like or cylindrical shape, and the XRD and Raman analyses detected goethite and lepidocrocite. The corrosion compounds of $HNO_3$ grew into a spherical or plate-like shape after being affected by O ion and the XRD and Raman analyses detected magnetite and lepidocrocite. Although the corrosion compounds of $H_2O$ grew into a spherical or plate-like shape after being affected by O ion, most of them were observed to have had spherical shapes, and the XRD and Raman analyses failed to detect corrosion compounds in them. It was found in the study that corrosion characteristics and compounds are diversely displayed according to the corrosion factor.

• Journal of the Korean GEO-environmental Society
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• v.9 no.1
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• pp.17-25
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• 2008

In this study, external and internal pit growth rate model and external non-linear regression corrosion model were proposed by measuring pit depths and evaluating various soil factors known to contribute to the corrosion for metallic water pipes. Average pit depths of external and internal for metallic water pipes were measured 1.38 mm and 2.13 mm, and internal pit growth rate also fasted twice than external pit growth rate. This means the corrosion potential of water quality was higher than soil. The corelation between external corrosion rate and each soil corrosion factor was low. However, proposed external non-linear regression corrosion model considering all soil corrosion factors showed a little higher correlation ($R^2=0.46$) than conventional model.

• CORROSION AND PROTECTION
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• v.12 no.1
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• pp.1-11
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• 2013

Alloy 600 재료의 PWSCC의 개념을 소개하고 그 발생과 전파에 미치는 미세조직, 온도, 응력, 수화학 환경등의 주요인자를 정리하였다. ◯ PWSCC란 니켈 기지 합금인 Alloy 600와 그 용접재인 Alloy 82/182 재료가 원자로 1차수 환경에서 보이는 응력부식균열을 의미한다. ◯ Alloy 600의 PWSCC에 미치는 주요 인자에는 재료의 미세조직, 응력, 온도, 환경등이 있으며 그 중에서 재료의 미세조직이 가장 지배적인 인자이다. ◯ 재료내의 탄화물은 탄소 함량과 열처리 조건에 따라 달리 형성되며 입계를 따라 준연속적으로 잘 발달된 입계탄화물을 가지는 재료가 PWSCC에 저항성을 가진다. ◯ 손상속도는 부가 응력의 네 제곱에 비례하여 증가하는 것으로 알려져 있다. ◯ PWSCC는 Arrhenius 관계의 열활성화 과정(thermally activated process)이다. ◯ 용존수소량에 따라 재료의 부식전위가 정해지는데 전극전위가 Ni/NiO 평형전위 부근에서 가장 큰 균열 성장 민감도를 보인다는 데는 연구자들 사이에 이견이 없다. 그러나 균열의 개시에 대한 용존수소량의 영향에 대해서는 이견이 있다.

• Journal of the Korean Recycled Construction Resources Institute
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• v.9 no.2
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• pp.191-199
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• 2021

In this study, the correlation between the influencing factors on corrosion and Half Cell Potential(HCP) measurement was analyzed considering the three levels of W/C ratio, cover depth, and chloride concentration. The HCP increased with enlarged cover depth, so it was confirmed that the increment of cover depth was effective for control of corrosion. Based on the criteria, the case of 60mm cover depth showed excellent corrosion control with under -200mV, indicating increase of cover depth is an effective method for reducing intrusion of external deterioration factors. When fresh water was injected to the upper part of specimens, very low level of HCP was monitored, but in the case that concentrations of chloride were 3.5% and 7.0%, HCP dropped under -200mV. In addition, the case with high volume of unit binder showed lower HCP measurement like increasing cover depth. Multiple regression analysis was performed to evaluate the correlation between the corrosive influence factors and HCP results, showing high coefficient of determination of 0.97. However, there were limitations such as limited number of samples and measuring period. Through the additional corrosion monitoring and chloride content evaluation after dismantling the specimen, more reasonable prediction can be achieved for correlation analysis with relevant data.

• Journal of the Society of Disaster Information
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• v.11 no.2
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• pp.253-261
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• 2015

Deterioration of reinforced concrete structures in corrosive environment is tend to be accelerated due to ingress of aggressive ion such as chloride ion. Chloride-induced corrosion is affected by various factors such as cover concrete qualities, width of existing cracks, and cover depth of concrete. However, the allowable crack width of RC structure in design code does not consider the concrete material properties and conditions of construction except the cover depth. In this paper, an equation for allowable crack width is proposed to consider the cover concrete quality, crack width, and cover depth. Crack width, cover depth, and water-cement ratio of concrete are selected as influencing factors on corrosion of reinforcement for rapid chloride tests. From test results, the relationships between the factors and corrosion are derived. Finally, the equation for allowable crack width is derived in terms of concrete compressive strength and cover depth. The presented equation is verified by comparative calculations with design code variables.

• Journal of the KSME
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• v.28 no.4
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• pp.401-407
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• 1988

해수 중에 있는 구조용강에 음극방식을 실시했을 때의 피로균열진전 특성을 공기 중에서와 비교 하면서 정리하였으며 또한 몇 가지 영향인자들의 역할에 대해서도 기술하였다. 그러나, 이러한 특성들은 아직까지 그 정확한 메커니즘이 규명되지 못하고 있으며, 특히 균열선단에서의 소성 거동이 부식분위기나 수소분위기에서 어떻게 변화하는가 하는 문제에 대해서는 앞으로도 많은 연구가 이루어져야 할 것이다. 응력조건과 부식조건이 동시에 적용될 때, 재료의 거동을 직접 적으로 해석하기 어려운 경우가 많으며, 따라서 관련되는 많은 영향인자들의 역할에 대한 상세한 정보들이 요구되고 있으며, 또한 관련 정보들을 유기적으로 결합시키는 이론적인 근거를 마련 해야 할 필요가 있다.

• Proceedings of the Korean Institute of Surface Engineering Conference
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• 2015.05a
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• pp.142-142
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• 2015

해상에서 운용하는 항공기는 염분이 포함된 대기로 인하여 부식이 발생하기 쉬우므로 항공기 기체에 영향을 주는 부식인자를 가장 효과적으로 차단할 수 있는 도장 방안에 대한 연구가 필요하다. 따라서 본 연구에서는 이러한 해상운용 항공기의 부식방지를 위해서 염수분무실험과 밀착력실험을 통해 효과적인 도장적용 방법과 도료의 내식성을 확인하였다.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.10 no.1
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• pp.177-185
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• 2009

In this study, we developed the program to calculate the corrosion evaluation index for examining the corrosivity of raw water. When it was applied to the Han river and Nakdong river system, sulfuric acid ion, which accelerated corrosion, was higher in Nakdong river system than Han river system while calcium and hardness, which restrained corrosion, was the same way. Summarization of the LI and CCPP calculation result by the developed corrosion evaluation model showed that water quality of Han river system had strong tendency to corrode (is strongly corrosive). Moreover, this study evaluated the corrosivity of calcium carbonate saturation index by adding the chemicals to tap water. Saturation status was maintained in the order of $Ca(OH)_2$ > NaOH > ${Na_2}{CO_3}$ > $CaCO_3$ in the case of LI and RI.

• Journal of Conservation Science
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• v.30 no.1
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• pp.1-11
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• 2014

Stabilization of iron artifacts is focused on desalination than corrosion inhibitors. However artifacts are not condition of desalination treatment must be applied to corrosion inhibitors. But iron artifacts is not representative of inhibitors which drug is most effective qualities have not been identified. Therefore in this study validates the effectiveness of existing inhibitors and its purpose is to suggest corrosion inhibitors for iron artifacts. In this study, Comparative experiment of corrosion inhibitors is selected BTA, DAN and MEA, TEA. This study was studied using Corrosion resistance test, Contact angle, XPS. As a result, all the samples treated with corrosion inhibitors was formed hydrophobic coating and was rising corrosion resistance. Also, the concentration of corrosion inhibitors was 3% better than 0.3%. BTA in the XPS experiment, the corrosive material to block the CH bond of the peak concentration was highly. This is considered corrosion potential is very high to see out the effect in the polarization experiment. Ethanolamine was superior to the MEA rather than in the TEA. MEA is likely to be appropriate in an outdoor iron artifacts seem to be suitable as corrosion inhibitors.