• Proceedings of the Korean Vacuum Society Conference
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• 1999.07a
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• pp.36-36
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• 1999

한국중공업(주)에서 수행한 KSTAR 진공용기 시작품 제작이 완성됨에 따라 제작과 관련된 종합기술을 분석하여 보았다. KSTAR 진공용기 시작품(그림1)은 전체의 1/4섹터인 90도 부분으로서 NBI(Neutral Beam Injection) 포트를 포함하는 45도 섹터와 축소포트(Reduced Port)를 포함하는 45도 섹터를 각각 먼저 제작한 후 두 부분을 용접하여 최종 시작품을 완성하였다. 용접은 SMAW법과 GTAW법 등 두가지 방법을 사용하였으며, 초기 용접시는 용접 면적이 작기 때문에 GTAW법을 이용하였고, 마무리 용접과 같이 용접 면적이 넓고 거친 부분에는 SMAW법을 이용하여 용접하였다. 모든 용접이 완전통과 용접이기 때문에 구조적 안전 면에서 좋으나, 진공측면에서는 다소 미흡한 점이 있다. 시작품은 상하 대칭구조로서 원통부분, 원형부분, 원추부분, 너클부분 (그림2) 등으로 나뉘어 지며 이중 원형품은 금형을 이용하여 성형하였고, 나머지 부분은 굽힘가공 후 절단적업을 하였다. 진공용기 조립은 안쪽과 바깥쪽 내벽부터 용접한 후 폴로이달 리브를 용접하고 외벽을 용접한다. 수평포트와 수직포트를 위해 스터브를 용접한 후 미리 용접해둔 NBI 포트 및 축소포트를 부착시켰다. 용접부위의 누설시험을 위한 방법으로, 용접주위 표면에서 개구하고 있는 홈에 적색 침투액을 침투시켜 침투 후 이 액을 홈의 개구로부터 빨아 내어 용접부위 표면상태에서 실제의 홈의 폭보다 확대한 홈의 지시모양으로 나타내게 하여 누설여부를 알기 쉽게 하는 액체 침투 탐상법을 적용하였다. 지시모양의 크기가 5mm 이상인 부분에 대해서는 재용접을 하였다. 누설 시험으로 초음파 탐상시험이 본제품 제작시 수행되어야 한다. 완성된 시작품에 대해 3군데의 위치에서 각각의 부분들이 용접되기 전과 후에 치수를 각각 측정하여 비교하였다. 또한 포트들에 대해서도 용접 전후 치수를 각각 측정하였다. 이러한 측정은 줄자를 사용하여 측정하였으므로 차 후 3차원 정밀 측정이 수반되어야 한다. 이상과 같이 시작품 제작을 통하여 문제점을 파악하고 개선책을 마련함으로서 향 후 KSTASR 진공용기 본 제품 제작할 때 반영코자 한다.

• Journal of the Korean Institute of Gas
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• v.19 no.1
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• pp.57-63
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• 2015

The hydrogen was charged TRIP steel by electrochemical method under 0.5M $H_2SO_4$ electrolyte and 0.5M NaOH electrolyte with hydrogen charging conditions respectively. The degree of hydrogen embrittlement of TRIP steel was evaluated by using micro Vickers hardness tests. These results showed that the degree of hydrogen embrittlement in acidic electrolyte with hydrogen penetration and hydrogen diffusion through the depth of specimen was more sensitive than its alkaine electrolyte between two type electrolytes. However, it was investigated that micro Vickers hardnesses of surface in acidic electrolyte under two electrolyte were higher than those of alkaine electrolyte. It was thought that in case of hydrogen embrittlement in acid-ice electrolyte, hydrogen charging time was more effective than current density, in case of alkaine electrolyte, hydrogen current density was more effective than charaging time.

• The Journal of Korean Academy of Prosthodontics
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• v.56 no.4
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• pp.269-277
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• 2018

Purpose: This study examined the effects of glass infiltration treatments on the shear bond strength (SBS) between zirconia core and ultra low-fusing porcelain veneer. Materials and methods: The zirconia specimens were classified into 4 groups (n = 12): Untreated zirconia (group Z), zirconia coated ZirLiner (group ZL), glass-infiltrated zirconia (group ZG), glass-infiltrated and sandblasted zirconia (group ZGS). A cylinder of ultra low-fusing veneer porcelain was build up on each disk ($6mm{\times}3mm$). SBS was measured using a universal testing machine. Scanning electron microscope and Energy Dispersive X-ray spectroscopy were used to evaluate the surface of zirconia and failure pattern after SBS. Results: SBS value of group ZGS was significantly lower than that of other groups (P < .05). No significant differences were detected among group ZL, group Z and group ZG. Conclusion: Glass infiltration is not effective to the bond strength between zirconia and ultra low-fusing porcelain veneer. Sandblasting also dramatically decreased the bonding strength.

• Journal of the Korea Concrete Institute
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• v.13 no.1
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• pp.9-15
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• 2001

The low-durability performance of concrete structure occurs by interactive deterioration factors. In particular, carbonation increased with its time elapse is known as the general manner of deterioration characteristics. Recently, the fundamental researches of the carbonation mechanism, besides method and technique for durability improvement of deteriorated structure are advanced actively. So in this paper, alkali-recovery and maintenance performance when the impregnating alkalization agents are used, are compared and examined quantitively with the basis of past proposed study. As a result, alkali-recovery performance be ensured by impregnating alkalization agent on the carbonated concrete which has low pH by accelerated carbonation test. And alkali maintenance performance was effected by the finishing materials on the alkali recovered concrete.

• Proceedings of the Korea Institute of Fire Science and Engineering Conference
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• 2013.04a
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• pp.23-24
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• 2013

침윤소화약제는 소화용수와 혼합시 표면장력을 저하시켜 침투성을 향상시키는 약제로 다공성 적층물질의 화재를 진압하기 위하여 사용된다. 목조건물 및 다공성물질, 적층물질에서 화재가 발생한 경우, 일반소화용수로는 재발화의 가능성이 있는 물질의 심부까지 침투하기 어려워 심부화재로 전이될 가능성이 높다. 따라서 소화용수에 침윤소화약제를 혼합함으로써 침투성능을 향상시켜 연소물질 심부의 화재를 진압하며 이에 대한 기준 연구가 절실히 요구되고 있는 현시점에서 침윤소화약제의 성능을 평가할 수 있는 기법의 필요성 또한 커지고 있다. 이에 본 연구에서는 분석학적 기법을 통하여 침윤소화약제의 성분에 대하여 제품별 공통 성분과 제품별 특성성분 데이터를 지문영역으로 확보하였다. 이러한 일치성 평가를 실시함으로써 인증을 득한 소화약제의 사후 관리 기법으로 활용하고자 기초연구를 실시하였다.

• Magazine of the Korea Concrete Institute
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• v.9 no.6
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• pp.233-241
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• 1997

최근 해안환경하에 있는 콘크리트구조물의 철근부식은 구조물의 내구성 저하 및 유지관리라는 차원에서 커다란 문제점을 가지고 있다. 이와 같은 현상은 해양구조물의 건설이 날로 증가하고 있고, 또 콘크리트 제조시 잔골재의 일부를 염분이 함유된 해사를 사용함으로써 더욱 심각해지고 있다. 본 연구에서는 콘크리트 표면으로부터 침투해 들어오는 침입염분의 거동을 모델화하였으며, 콘크리트 세공속의 수용액상에 있은 염화물이온의 확산을 포함하는 물리 화학적 진행, 시멘트 수화물에 고정되는 염분의 흡착과 탈착 및 고정염과의 화학반응 등의 현상을 유한요소법에 의해 해석을 실시하였다. 본 연구의 결과는 콘크리트 내부의 철근 발청시기의 예측, 해안환경하에 있는 콘크리트 구조물의 침투 염분에 의한 콘크리트 덮개의 결정, 콘크리트 구조물의 염화물이온의 허용치 설정을 비롯하여 내구년수를 예측하는데 유용하게 활용될 수 있을 것으로 기대된다.

• International Journal of Highway Engineering
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• v.6 no.3 s.21
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• pp.47-54
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• 2004

The performance of road-pavement system is closely related to the constituent materials and their susceptibility to mechanical as well as physicochemical stresses. However, the influence of physical and chemical effects on the road-pavement system due to pollution intrusion has not been investigated fully. To study this topic, thu.;, the interaction of a road-pavement system with pollution sources and environments are identified and discussed preliminarily in this paper. Pollution intrusion to road-pavement system occurs by three basic mechanisms; 1) direct intrusion into pavement surface, 2) intrusion from the Right of way, and 3) physical-chemical-biological alterations. Pollution intrusion potential is closely related to material type, particle size, and climatological and topographical features. Stability and performance of road-pavement system is also directly affected by pollution intrusion. Based on these features, thus, engineers working in related to the road design, construction, and maintenance should be seriously considered this topic.

• Journal of the Korea institute for structural maintenance and inspection
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• v.15 no.2
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• pp.79-87
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• 2011

In this study, the chloride penetration tests were performed for the initially cracked reinforced concrete members. The chloride diffusion characteristics and the critical crack width are compared, and the properties of self-healing are investigated. According to the test results, the chloride penetration resistance was greatly reduced as the surface crack width increased. When the mineral admixtures are added, the chloride penetration resistance of uncracked specimens were effectively increased, however, in case of the blast furnace slag and fly ash, the cracked specimens showed the more reduced resistance than OPC case, inversely. Also, the critical width was $29{\mu}m$, on average, for immersion test. The crack width with $4{\sim}15{\mu}m$ was restored by self-healing, The parts restored by self-healing were seemed to be visually restored, however, the chloride penetration resistance was not restored, perfectly.

• The Korean Journal of Pesticide Science
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• v.12 no.2
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• pp.127-133
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• 2008

The foliar uptake of dimethomorph into cucumber was assessed by spray application of aqueous dimethomorph solution containing fatty alcohol ethoxylate (FAE) or fatty acid alkyl ester as activator adjuvants. Afterward, the possible mechanism of action of FAE on foliar penetration of active ingredient was suggested by speculating on the effect of lipophile and hydrophile of FAEs. The amount of absorbed dimethomorph induced by polyoxyethylene mono-9-octadecenyl ether (6 moles ethylene oxide, $C_{18=9}E_6$) was linearly related to the concentrations of surfactant as well as dimethomorph in spray solution, suggesting that it is simply a diffusion phenomenon of the solute molecule through a cuticular membrane from leaf surface. Octadecanol attached to FAE was most effective lipophile on the leaf penetration of dimethomorph. And, the more ethylene oxide had the polyoxyethylene chain of FAE up to 20 moles, the higher the uptake rate was. Therefore, the role of lipophile of FAE on dimethomorph penetration to cucumber leaf, probably, is to modify the physico-chemical properties of cuticular membrane to be permeable to dimethomorph, and the polyoxyethylene chain having less than 20 moles ethylene oxide, which is moderately permeable to cuticular membrane by its molar volume, is to let the physically-modified cuticular membrane to be maintained for a longtime.

• Journal of the korean academy of Pediatric Dentistry
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• v.37 no.4
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• pp.412-421
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• 2010

As a most conservative, minimally invasive trial against early caries lesions, resin infiltration concept has been introduced and studied mainly about effective materials and pre-treatment methods of surface layers to arrest the lesion effectively, which is still going on. This study was performed with an aim of evaluating the efficacy of arresting the caries process in the natural incipient lesions in spite of removing the surface layers and we obtained the results as follows: 1. It was revealed that infiltration groups(1, 3, 5) showed lower radio-density decline between pre- and posttreatment than control groups(2, 4, 6)(p<0.05). 2. Group 5, in which the surface layer was removed with hydrochloric acid, showed the most significant anticariogenic effect(p<0.05). 3. Under SEM evaluation after infiltration, group 1 and 3 showed more irregular destruction and intensive loss of surface layers than group 5. In conclusion, it was thought resin infiltration can be an effective tool against the early caries lesions although surface layers are removed.