• Proceedings of the Korean Institute of Surface Engineering Conference
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• 2018.06a
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• pp.105-105
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• 2018

스테인리스강은 내식성과 내구성이 우수하여 파이프 및 일반 구조용 고온재료에 널리 사용된다. 그러나 선박 및 해양플랜트 등의 고부가가치 산업에 사용될 경우 내피로성, 내구성 및 내식성이 더욱 요구되고 있다. 특히 해수 환경 하에서 스테인리스강은 재료 표면의 부동태 피막 파괴로 공식 또는 틈부식에 의한 국부부식을 초래하여 해양환경용 재료로 사용하는데 제한적이다. 플라즈마 이온질화는 저온에서 열처리가 가능하며 재료의 변형이 없어 스테인리스강에 널리 적용되는 열화학적 표면처리 기술이다. 플라즈마 이온질화는 일반적으로 고온에서 실시하여 스테인리스강의 기계적 특성을 향상시키는 목적으로 주로 적용하였으나, 저온-플라즈마 이온질화 처리 시 질소의 확산계수 증가로 표면에 S-phase 생성에 기인하여 부식 저항성이 향상된다고 알려져 있다[1-2]. 그러나 해수 펌프, 밸브, 스트레이너(Strainer) 등의 해양 환경용 기자재로 널리 사용되고 있는 주조 스테인리스강에 대한 플라즈마 이온질화 적용과 그 연구는 미비하다. 따라서 본 연구에서는 주조용 스테인리스강에 대하여 플라즈마 이온질화 기술을 적용하여 공정온도에 따른 해수 내 전기화학적 부식 특성을 규명하였다. 플라즈마 이온질화 공정은 $25%N_2$와 $75%H_2$ 비율로 $350^{\circ}C{\sim}500^{\circ}C$의 공정온도에서 10시간 동안 실시하였다. X-선 회절분석을 통해 공정온도 변수에 따른 표면에 형성된 질화층의 상변화를 분석하였다. 또한 비커스 경도계를 이용하여 표면경도를 측정하여 기계적 특성 향상을 확인하였다. 전기화학적 부식 실험 후 표면 손상 형상 관찰, 무게 감소량 및 손상 깊이 계측을 통해 공정 온도와 부식 저항 특성을 규명하였다. 또한 타펠 분석을 통해 모재와 플라즈마 이온질화 온도 변수에 따른 부식 속도를 비교 분석하였다.

• Proceedings of the Korea Concrete Institute Conference
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• 2008.04a
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• pp.593-596
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• 2008

Domestic area of most be happened chloride deicer damage. Because daily mean temperature is below 0$^{\circ}C$ from the area of domestic most. Use of deicing chemicals has been and will continue to be a major part of concrete structure in the highway. Chloride-containing chemicals such as calcium chloride or rock salt are main deicers for the road. Extensive use of chloride deicers is, however, not only the source of substantial cost penalties due to their corrosive action and ability to deterioration roadway surface materials but also the source of environmental damages. Chloride-containing chemicals such as calcium chloride or rock salt are main deicers for the road. Extensive use of chloride deicers is, however, not only the source of substantial cost penalties due to their corrosive action and ability to deterioration roadway surface materials but also the source of environmental damages. In this study, Use of deicing chemicals has been and will continue to be a major part of highway freeze-thaw durability and carbonation of concrete surface protecting materials

• Proceedings of the Korea Concrete Institute Conference
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• 2008.04a
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• pp.501-504
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• 2008

A concrete carbonation model has been constructed that takes account of the diffusion of carbon dioxide through a coating and reaction with calcium hydroxide, and this model has been validated by an accelerated carbonation experiment. (1) By using values for the coatings calculated on the basis of a diffusion.permeation theory as input data for the analysis of diffusion.reaction carbonation in an unsteady state, the effect of the coatings in reducing carbonation can be represented with high accuracy. (2) Through a sensitivity analysis of the diffusion.reaction carbonation model and the experimental results, we found that the diffusion coefficient of calcium hydroxide shows a high interrelationship at 1e-12($m^2/s$). The reaction rate constant for carbonation shows a high interrelationship at 5e-5($m^3/mol/s$).

• Journal of the Korean Institute of Gas
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• v.8 no.3 s.24
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• pp.1-7
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• 2004

The polyethylene pipe can use semi-permanent because of the high corrosion resistance with chemical stability. In addition to, there is the merit that is an easy to establish and to maintain. However, as the reason that it is simply degraded when the polyethylene pipe was exposed to the outside, mainly it is used to lay under the ground with low-pressure gas transportation pipe. In this study, the nondestructive evaluation method was used to maintain the integrity of the polyethylene pipe. We simulated the various defects on the polyethylene pipes, and then the AE signal occurred according to the impact test of steel ball was evaluated by the acoustic emission method. From the results, the waveform and dominant frequency could be distinguishing from the defect shapes of polyethylene pipe. Especially, in the case of notch defect, the AE signals occur different by the angle and depth of the notch.

• Journal of the Korean Recycled Construction Resources Institute
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• v.7 no.4
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• pp.295-301
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• 2019

Currently, the most commonly used decontamination agent in the country is calcium chloride, and the use of decontamination agents nationwide is on the rise due to climate change in the country. The deicing agent, aimed at deicing snow, is sprayed and the chloride is frozen and thawed by the dissolved surface water, causing various damages such as deterioration to the concrete. Therefore, in this study, the reactive urethane polymer was manufactured to coat concrete surface protection material, which is a method that prevents moisture from externally penetrating by applying to concrete surfaces, and the mixing agent was selected through the size control of molecules and surface modification, and the properties of penetrant stiffening agents and the application method of concrete was evaluated.

• Journal of the Korean Institute of Gas
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• v.21 no.3
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• pp.39-45
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• 2017

The LNG storage tank as core facility of LNG industry is mainly composed of the inner tank of nikel 9% steel and the outer tank of prestressed concrete. To respond proactively increased risk of structure performance deterioration due to fatigue of the inner tank and durability reduction of the outer tank, life evaluation program for LNG storage tank is needed. In this study, life evaluation program for LNG storage tank was developed to assess fatigue of the inner tank and durability(carbonation and chloride attack) of the outer tank. By defining the main three scenarios in the inner tank, the fatigue life analysis is conducted from structural analysis and Miner's damage rule. Carbonation progress of the outer tank is predicted according to thickness of cover concrete by using carbon dioxide contents and data of penetration depth. To consider a variety of input conditions and a reliability in results of chloride attack, the evaluation of choride attack for the outer tank is constructed through Life-365 program of open source.

• Proceedings of the Korean Vacuum Society Conference
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• 2010.02a
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• pp.350-350
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• 2010

에너지 효율이 높은 LED조명을 사용하면 에너지 절감, 이산화탄소, 환경오염물질 배출 감소의 효과를 얻을 수 있다. 그러나 LED조명에서 발생하는 열은 LED조명의 수명과 에너지 효율을 감소시킨다. 따라서 LED조명을 상용화하기 위해서는 LED조명에서 발생되는 열을 효율적으로 제거하는 것이 필수적이며 LED조명 방열판의 생산단가 또한 낮아야 한다. 이러한 조건을 충족하는 LED조명용 방열판은 Al 6063이 주로 사용되고 있다. Al 6063은 열전도 특성이 우수하고 생산단가가 저렴하다. 그러나 100 W급 이상의 고출력 LED조명에 Al 6063을 사용하기 위해서는 Al 6063의 열 방출 특성을 향상시킬 필요가 있다. 금속의 열 방출 특성을 향상시키기 위해서 주로 이용되는 방법은 표면적을 극대화 시키는 것이다. 금속에 국부적인 깊이 부식을 일이키는 Pitting corrosion을 이용하면 저렴한 비용으로 Al 6063의 표면적을 극대화하여 방열판의 열 방출 특성을 향상시킬 수 있다. 실험에 사용한 기본적인 구조의 Al 6063 방열판의 크기는 $50{\times}50{\times}30(mm)$ 이며 1M HCl + 0.05M $H_2SO_4$에서 $I_a$ = +40 mA, $t_a$ = 60 ms, $I_c$ = -40 mA, $t_c$ =20 ms로 50, 100, 200 cycle AC 에칭 하였다. Pitting corrosion된 방열판은 $3W{\times}3$개의 LED모듈에서 1시간 발광 시킨 후, 열화상 카메라를 이용하여 표면온도를 측정하였다. 실험결과 AC에칭 cycle이 증가할수록 발열특성이 우수하였으며, Pitting corrosion을 이용하지 않은 방열판에 비해 최대 $5^{\circ}C$의 표면온도 감소가 이루어졌다. 본 연구를 통해, 저렴하면서도 열 방출 특성이 높은 방열판을 설계하면, 고출력 LED조명의 상용화를 앞당길 수 있을 것이다.

• Journal of Korean Association for Spatial Structures
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• v.23 no.3
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• pp.95-103
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• 2023

With the increasing number of aging buildings across Korea, emerging maintenance technologies have surged. One such technology is the non-contact detection of concrete cracks via thermal images. This study aims to develop a technique that can accurately predict the depth of a crack by analyzing the temperature difference between the crack part and the normal part in the thermal image of the concrete. The research obtained temperature data through thermal imaging experiments and constructed a big data set including outdoor variables such as air temperature, illumination, and humidity that can influence temperature differences. Based on the collected data, the team designed an algorithm for learning and predicting the crack depth using machine learning. Initially, standardized crack specimens were used in experiments, and the big data was updated by specimens similar to actual cracks. Finally, a crack depth prediction technology was implemented using five regression analysis algorithms for approximately 24,000 data points. To confirm the practicality of the development technique, crack simulators with various shapes were added to the study.

• Journal of the Korea Institute of Building Construction
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• v.23 no.1
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• pp.11-22
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• 2023

In this work, a depth-by-depth evaluation on the deterioration of concrete is suggested by utilizing disk shaped concrete specimens. Dynamic elastic modulus of cylindrical concrete was measured using a free-free resonance column method and compared with dynamic elastic modulus of disk-shaped concrete measured by impulse excitation technique(IET) and impact resonance(IR). According to the results of the experiment, both IET and IR methods showed a smaller difference in dynamic elastic modulus with smaller deviation in data when thickness of the disk specimen was increased. This trend was more evident from dynamic elastic modulus measured by IR method compared to that measured by IET. Variation in data was also smaller with the IR result. To increase the accuracy of the data, it is recommended to use the IR method for disk specimen with a diameter of 100mm and a thickness of 25mm.

• Journal of the Korea institute for structural maintenance and inspection
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• v.11 no.5
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• pp.81-88
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• 2007

Among deteriorations of concrete due to environmental exposure, carbonation problems of concrete structures have increased in urban and underground structures. But conventional carbonation-prediction equations that were proposed by foreign references, can not be applied directly to the prediction of carbonation for domestic concrete structures. The purpose of this study is to propose a prediction equation of carbonation depth by considering domestic exposure conditions of concrete structures. For the derivation of the equation, conventional carbonation-prediction equations are analyzed. Through considering the relationship between results of prediction equation and those of various domestic field survey data, the so-called correction factors for different domestic exposure condition of concrete structures are derived. Finally, a carbonation-prediction equation of concrete structures under domestic exposure conditions is proposed with consideration for concrete strength in core and correction factors.