• Proceedings of the KIPE Conference
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• 2009.11a
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• pp.219-221
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• 2009

태양전지 어레이(PV-array)로부터 발전되는 DC 전력을 AC로 변환시켜 계통으로 발전시키는 역할을 하는 태양광 발전 시스템용 PCS의 스위칭 회로 Topology로는 일반적으로 3상 풀브리지 회로가 사용된다. 이러한 3상 풀브리지 회로 시스템의 수명예측을 위해 DC link 단의 커패시터의 커패시턴스를 계산하여 커패시턴스의 감소정도를 이용하여 전체 시스템의 수명을 예측하게 된다. 이러한 커패시터의 상태를 추정하기 위해서는 시스템을 정지시킨 후 커패시터를 분리하여 커패시턴스를 측정하는 방법, 특정 주파수의 전류(일반적으로 저주파)를 주입하고 주입한 전류의 주파수에 해당하는 전류 및 전압을 검출하여 capacitance 연산하는 방식등이 이용된다. 시스템을 정지시킨 후 커패시터를 분리하여 커패시턴스를 측정하는 방법은 번거로우며, 전류 주입을 이용한 방식은 불필요한 고조파 전류가 계통으로 침투하는 단점을 가진다. 그러므로 본 연구에서는 모듈타입 PCS 이용시 계통으로 고조파 침투가 없는 비침투 커패시턴스 계산 알고리즘을 제안한다.

• Proceedings of the Korean Vacuum Society Conference
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• 2013.02a
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• pp.202-202
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• 2013

유도결합 플라즈마 방전 시 사용되는 L형 임피던스 정합기(impedance matcher)의 경우 일반적으로 직렬 및 병렬 콘데서가 연결되어있으며, 임피던스 정합조건이 되었을때 전원과 안테나 사이에 있는 임피던스 정합기의 소자값이 특정 값을 가지게 된다. 유도결합 플라즈마를 진단하기 위한 여러 방법들이 연구되어 왔지만, 이러한 임피던스 정합조건과 플라즈마 내부 변수들의 상관 관계에 대한 연구는 보고된 바 없다. 본 연구에서는 유도결합 플라즈마의 임피던스 정합조건과 유도결합 플라즈마의 변압기 회로모델를 이용하여 플라즈마 저항 및 플라즈마 인덕턴스를 구하기 위한 관계식을 도출하고 임피던스 정합기의 직렬 및 병렬 콘덴서 용량값 측정하여 플라즈마 저항 및 플라즈마 인덕턴스값을 계산하였다. 결과 검증을 위해 다양한 압력 및 전력 조건에서 부유랑뮤어 탐침법을 이용하여 플라즈마 밀도를 측정해 비교해 보았으며, 두 결과의 경향성은 잘 일치함을 확인하였다.

• Journal of the Korea institute for structural maintenance and inspection
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• v.10 no.1
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• pp.223-230
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• 2006

In this paper the method for repair LCC evaluation of reinforced concrete structures deteriorated by chloride attack was constructed. Also, the FEM analysis for chloride ion penetration into concrete was conducted to evaluate the repair LCC which was decided by the number of repair times including early stages of construction and repair construction during the service life of structures. As a result, the number of repair times is obtained from the comparing the concentration of the chloride ion in a rebar position, and the critical chloride ion concentration of rebar corrosion through the FEM analysis considering the kind of repair materials and methods. Also, the repair LCC could be calculated by the number of repair times during the service life of structures.

• Journal of the korean academy of Pediatric Dentistry
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• v.37 no.3
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• pp.345-351
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• 2010

The purpose of this study is to compare microleakage and penetration depths of sealants applied in carious and sound fissures. Extracted premolars(n=80) were divided into 4 groups according to caries status. 1; sound, 2; stained, 3; initial caries, 4; enamel caries. Sealants were applied to the occlusal groove as per manufacturers' instructions, and specimens were thermocycled, stained, sectioned, and examined for microleakage and penetration ability. The results of the present study are as follow: 1. It showed significantly higher microleakage scores in group I than group Two, Three, Four(p<0.05), but no significant difference was found between group Two, Three, and IV(p>0.05). 2. It showed significantly higher penetration scores in group Four (p<0.05), followed by group One, Two, Three, but no significant difference was found between group One, Two, and Three(p>0.05). Based on the results of present study, when the borders of the fissure sealant are on carious enamel, a significantly higher microleakage must be expected. It is considered that depth of enamel caries in the fissure should be taken into account when applying a fissure sealant.

• Journal of the Korea institute for structural maintenance and inspection
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• v.16 no.3
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• pp.23-30
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• 2012

For cracked concrete, it is obvious that cracks should be preferential channel for the penetration of aggressive substances such as chloride ions according to the previous researches. In order to extend the lifetime of cracked concrete, critical issues in the performance of the concrete is the risk of chloride-induced corrosion. Even though crack width can be reduced due to the high reinforcement ratio, the question is to which extend these cracks may jeopardize the durability of cracked concrete. If the size of crack is small, surface treatment system can be considered as one of the best options to extend the service life of concrete structures exposed to marine environment simply in terms of cost effectiveness versus durability performance. Thus, it should be decided to undertake an experimental study on the effect of surface coating system, which can be able to seal the concrete and the cracks to aggressive substances-induced corrosion in particular. In this study, it is excuted to examine the effect of surfaced treated systems on chloride penetration and carbonation through compressive stress induced cracks. Experimental results have showed conclusively that critical stress linked with deterioration, should be existed in compressive stress ratio 50 ~ 70% for chloride penetration and 70 ~ 80% for carbonation, respectively. When the critical stress is exceeded in concrete, a comparatively large deterioration was measured where the critical stress in concrete, the increase in the mass transportation is marginal in spite of the large increase in micro-cracks. As for the effect of surface coating system on crack-sealing, it can be seen conclusively that cracks can be healed.

• Journal of the Korea institute for structural maintenance and inspection
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• v.24 no.2
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• pp.50-59
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• 2020

Superabsorbent Polymer (SAP) expands inside concrete by absorbing water and contracts as it discharges water. Through this process, concrete can achieve the internal curing effect, but the space occupied by the expanded SAP remains as a void. In this study, the effects of SAP internal curing and voids were evaluated by evaluating the fundamental properties and chloride penetration resistance of SAP mixed concrete. Also, to evaluate the internal curing effect by SAP, the tests were carried out under water and sealed curing conditions, respectively. From the result, the compressive strength of water curing did not differ significantly according to the mixing ratio of SAP. In the case of sealed curing, however, the compressive strength tended to increase as the mixing ratio of SAP increased. The internal curing effect of sealed curing was considered to have influenced the increase in compressive strength. In the case of the chloride diffusion coefficient, the diffusion coefficient tended to decrease as the mixing ratio of SAP increased. In particular, as the sealed curing is applied, the chloride penetration resistance is further improved due to internal curing effect. If the curing conditions are different, it is considered inappropriate to estimate the chloride penetration resistance by the surface electrical resistivity.

• Journal of the Korea institute for structural maintenance and inspection
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• v.26 no.6
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• pp.148-156
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• 2022

Although most domestic concrete structures are simultaneously exposed to freeze-thaw and chloride environments, concrete durability in the field is evaluated by each single action, and the evaluation of chloride-caused damage of concrete requires additional indoor experimental analysis of chloride contents by coring samples from structures in the field. However, in Korea, policies to strengthen facility maintenance, such as 「Special Act on the Safety Control and Maintenance of Establishments」 and 「Framework Act on Sustainable Infrastructure Management」, have been established and implemented since 2018 and facilities subject to safety inspection management by the government and local governments increases, the effective simplification technology for the inspection and diagnosis of concrete structure is needed. Therefore, this study attempted to evaluate the possibility of determining the acceleration chloride penetration of freeze-thaw damaged concrete by using the surface rebound value. For this purpose, concrete specimens already having freeze-thaw damage by exposure to the freeze-thaw acceleration environment were immersed in chloride water. After that, the acceleration relationship of chloride penetration according to freeze-thaw damage was analyzed using the amount of chloride contents in concrete.

• Journal of the Korea institute for structural maintenance and inspection
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• v.19 no.1
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• pp.35-44
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• 2015

Two main parameters were examined such as CSA content and polymer-binder ratio to find effects on the strength, water absorption, chloride ion penetration depth, carbonation depth, length change and chemical resistance of polymer-modified mortar with CSA and EVA polymer powder (EVAPP). As results, compressive, flexural, tensile, adhesive strengths, and length change of the polymer-modified mortar with CSA and EVAPP increases with increasing CSA content and polymer-binder ratio, although the water absorption, chloride ion penetration depth, and carbonation depth decrease with increasing polymer-binder ratio and CSA content, and also the chemical resistance decreases. Such strength and durability development is attributed to the high tensile strength of EVA polymer and the improved bond between cement hydrates and aggregates because of the addition of EVAPP and CSA.

• 대한생식의학회:학술대회논문집
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• 1995.12a
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• pp.40-41
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• 1995

• Korea Information Processing Society Review
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• v.10 no.2
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• pp.58-63
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• 2003

본 고에서는 1.25 인터넷 대란과 같은 버퍼오버플로우를 이용해 침투하는 인터넷 웜 및 DOS (Denial of Service) 공격을 Secure OS(보안운영체제), IDS(Intrusion Detection System : 침입탐지시스템), Scanner(취약성진단도구), Firewall(침입차단시스템)의 지능형 상호연동 스킴을 이용해, 근본적인 대응이 가능한 지능형 다단계 정보보호체계를 제시하였다. 본 고에서 제시한 정보보호대응책은 고도로 지능화하고 있는 인터넷 웜 및 DoS(Denial of Service 서비스거부) 공격을 미연에 예방하고, 실시간으로 대응할 수 있는 시스템이 될 것이다.