• 대한전기학회:학술대회논문집
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• 대한전기학회 2015년도 제46회 하계학술대회
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• pp.1112-1113
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• 2015

In the end of 2014, Changwon National University and TECHSTEEL Co., Ltd. had initiated a project on the development of a 300 kW-class HTS DC Induction Furnace(HTS DC IF) for preheating non-ferrous metal billets funded by the Korea Institute of Energy Technology Evaluation and Planning for 3 years. This is the one of the most realistic commercial machines applying the coated conductors. In this paper, the development progress of a 300 kW-class HTS DC IF was introduced. The major characteristics of the furnace including its capacity, structure and operation scheme were presented. For ensuring the successful design, a pre-validation study was performed through the electromagnetic, heat transfer and solid mechanical analysis using a multi-physics FEM tool. The aluminum billet was heated up to $540^{\circ}C$ under 1 T of the magnetic flux density at the center of the billet, and the simulation results were described in detail.

• 한국연소학회:학술대회논문집
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• 한국연소학회 1998년도 제17회 KOSCI SYMPOSIUM 논문집
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• pp.79-84
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• 1998

In this paper we show design and operation of 1MWth pulverized coal combustion test facility. The test facility is consists of coal feeding system, furnace and flue gas treatment system. The furnace is equipped with a top-fired burner in order to avoid influence of gravity on the coal particles. There are two part of vertical(VP) and horizontal pass(HP) at furnace. We can measure temperature and species of coal flames in vertical pass. Also, there is horizontally arranged section where investigation regarding corrosion and deposit formation will be carried out. The burner of combustor was externally air staging burner(EASB) type made by IFRF. The pulverized high bituminous(Blair athol) coal from Australia was used as fuel, and the particle size less than 80 ${\mu}m$ was 83.4%. Overall excess air ratio was 1.2.

• International Journal of Concrete Structures and Materials
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• 제11권2호
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• pp.391-401
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• 2017

In this study, the effects of water-to-binder (W/B) ratio and replacement ratio of blast furnace slag (BFS) on the compressive strength of concrete were first investigated to determine an optimized mixture. Then, using the optimized high-strength concrete (HSC) mixture, hooked steel fibers with various aspect ratios and volume fractions were used as additives and the resulting mechanical properties under compression and flexure were evaluated. Test results indicated that replacement ratios of BFS from 50 to 60% were optimal in maximizing the compressive strength of steam-cured HSCs with various W/B ratios. The use of hooked steel fibers with the aspect ratio of 80 led to better mechanical performance under both compression and flexure than those with the aspect ratio of 65. By increasing the fiber aspect ratio from 65 to 80, the hooked steel fiber volume content could be reduced by 0.25% without any significant deterioration of energy absorption capacity. Lastly, complete material models of steel-fiber-reinforced HSCs were proposed for structural design from Lee's model and the RILEM TC 162-TDF recommendations.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2018년도 추계 학술논문 발표대회
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• pp.42-43
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• 2018

The research is to suggest the compensating strength values depending on various managing periods of concrete based on the strength development model calculated with equivalent age method for 20% of blast furnace slag replaced concrete. As a result, for 28 days of managing period, 9, 6, and 3MPa of compensating strength values were suggested when the temperatures were from 4 to 6℃, from 6 to 12℃, from 12 to 17℃, respectively. Additionally, for 42 days of managing period, 6 and 3MPa of compensating strength value was suggested when the temperature was from 4 to 7℃, from 7 to 12℃, and for 56 days of managing period, 3MPa of compensating strength value was suggested when the temperature was from 4 to 9℃. Furthermore, for 28, 42, 56, and 91 days of managing periods, any compensating strength values were needed when the temperature were higher than 17, 12, 9, and 4℃, respectively.

• KCI Concrete Journal
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• 제11권3호
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• pp.19-28
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• 1999

This study treated self-compacting high Performance concrete as two Phase materials of Paste and aggregates and examined the effect of powder and aggregates on self-compacting high performance, since fluidity and segregation resistance of fresh concrete are changed mainly by paste. To improve the fluidity and self-compactibility of concrete, optimum powder ratio of self-compacting high performance concrete using fly ash and blast-furnace slag as powders were calculated. This study was also designed to provide basic materials for suitable design of mix proportion by evaluating fluidity and compactibility by various volume ratios of fine aggregates, paste, and aggregates. As a result, the more fly ash was replaced, the more confined water ratio was reduced because of higher fluidity. The smallest confined water ratio was determined when 15% blast-furnace slag was replaced. The lowest confined water ratio was acquired when 20% fly ash and 15% blast-furnace slag were replaced together. The optimum fine aggregates ratio with the best compactibility was the fine aggregate ratio with the lowest percentage of void in mixing coarse aggregate and fine aggregate In mixing the high performance concrete. Self-compacting high performance concrete with desirable compactibility required more than minimum of unit volume weight. If the unit volume weight used was less than the minimum, concrete had seriously reduced compactibility.

• 한국건축시공학회지
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• 제15권6호
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• pp.597-605
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• 2015

본 연구에서는 동일 설계기준 강도를 목표로 혼화재의 종류 및 치환율을 달리하여 콘크리트 배합설계를 실시하였으며, 이에 따른 혼화재의 종류가 고강도 콘크리트의 내화성능에 미치는 영향을 검토하고자 ASTM E119의 표준가열온도 곡선에 따른 내화시험을 실시하였다. 그 결과, 고로슬래그를 치환하는 경우 폭렬량이 현저히 저감되는 것으로 나타났으며, 실리카흄을 추가하여 치환하는 경우 폭렬량이 가장 많은 것으로 나타났다. 특히 실리카흄을 단독으로 치환하는 경우 비교적 양호한 폭렬량을 나타냈으나, 고로슬래그와 함께 치환한 시험체의 경우 분말도가 높은 실리카흄이 공극을 밀실하게 함으로써 수증기압의 증가로 인해 폭렬량이 증가한 것으로 판단된다. 또한, 실리카흄을 5% 치환한 시험체의 경우, 고로슬래그 치환율이 증가함에 따라 상대적으로 큰 공극량은 감소하고 미세공극량이 증가함으로써 폭렬량 또한 증가하는 결과를 나타냈다.

• 한국결정성장학회지
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• 제18권3호
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• pp.125-130
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• 2008

소형 전기로 및 이동장치가 있는 시뮬레이터를 사용하여 로타리킬른에서 생산되는 인공경량골재의 물성을 예측 할 수 있다면 대규모 로타리 킬른을 사용하여 인공경량골재 시제품 생산할 때 필요한 물자와 시간을 대폭 절감할 수 있다. 본 실험에서는 생산될 인공경량 골재의 물성을 정확히 예측할 수 있는 시뮬레이터를 제작하여 실제 로타리 킬른에서 생산된 골재의 물성과 비교함으로써 그 유용성을 검토하고자 하였다. 골재의 물성을 예측하기 위해서 8 mm 크기의 에코 인공경량 골재를 사용하였고 시뮬레이터의 분위기를 탄소를 이용해 조절하였다. 시뮬레이터와 로타리킬른에서 소성된 골재의 비중, 흡수율, 골재의 단면의 면적을 측정하고 비교하였다. 산화 분위기와 달리 환원분위기에서 소성된 시편은 탄소량이 증가할수록 비중이 증가하였으며 흡수율은 탄소 첨가량이 증가할수록 증가하는 경향을 보였다. 소성분위기는 환원 분위기 조성을 위해 탄소분말 0.7g을 첨가하였을 때 로라리 킬른과 가장 흡사한 분위기가 형성되는 것으로 판단되며, 두 골재의 물성 역시 비슷하였다.

• Smart Structures and Systems
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• 제25권2호
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• pp.183-195
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• 2020

Mineral admixtures have been widely used to produce concrete. Pozzolans have been utilized as partially replacement for Portland cement or blended cement in concrete based on the materials' properties and the concrete's desired effects. Several environmental problems associated with producing cement have led to partial replacement of cement with other pozzolans. Furnace slag and fly ash are two of the pozzolans which can be appropriately used as partial replacements for cement in concrete. However, replacing cement with these materials results in significant changes in the mechanical properties of concrete, more specifically, compressive strength. This paper aims to intelligently predict the compressive strength of concretes incorporating furnace slag and fly ash as partial replacements for cement. For this purpose, a database containing 1030 data sets with nine inputs (concrete mix design and age of concrete) and one output (the compressive strength) was collected. Instead of absolute values of inputs, their proportions were used. A hybrid artificial neural network-genetic algorithm (ANN-GA) was employed as a novel approach to conducting the study. The performance of the ANN-GA model is evaluated by another artificial neural network (ANN), which was developed and tuned via a conventional backpropagation (BP) algorithm. Results showed that not only an ANN-GA model can be developed and appropriately used for the compressive strength prediction of concrete but also it can lead to superior results in comparison with an ANN-BP model.

• 한국지반공학회논문집
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• 제19권1호
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• pp.103-110
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• 2003

고속 및 하중이 큰 열차의 운행으로 인한 동적하중과 진동으로 인해 발생하는 노반의 파괴를 억제하기 위해 기존의 노반을 대체할 보강 재료의 개발이 필수적이라 할 수 있다. 잠재수경성을 가지고 있는 수재슬래그는 이러한 특성을 대신 할 수 있는 재료중의 하나이다. 본 연구에서는 일반적으로 사용되는 포틀랜드시멘트와 CSA(calcium sulphoaluminate)를 자극재로 사용하는 수재슬래그 강화노반재에 대한 기초특성에 관한 연구를 수행하였다. 강도시험결과 이 재료는 강화노반에 대한 설계기준을 만족시켰다. 본 강화노반재료의 최적의 혼합비율은 수재슬래그양에 대하여 시멘트 첨가량 15 ~ 17.5%, 팽창재(CSA) 첨가량 2,5%로 나타났으며, 특히 투수계수가 $10^{-3}$cm/sec 이상이므로 본 재료는 강화노반의 성능과 동시에 배수층의 성능을 가지고 있음을 확인하였다.

• 유기물자원화
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• 제13권4호
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• pp.79-88
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• 2005

농어촌에서 발생하는 폐기물을 소각하는 최적의 소각로의 필요성이 대두된다. 농어촌에서 발생하는 수분이 다량으로 함유된 음식물 쓰레기나 폐비닐 또는 어촌에서 사용하고 남은 폐 그물 등은 그 처리에 더 큰 어려움을 겪고 있다. 또한 농어촌 폐기물의 성상분석 결과 도시의 폐기물과 마찬가지로 고열량을 가지고 있기 때문에 그에 맞는 설계도 고려대상이 된다. 본 연구에서는 농어촌 폐기물을 A, B지역으로 나누어 물리 화학적 조성 및 발열량 등을 비교 분석하고, Lab Scale의 연소로를 이용하여 농어촌 폐기물의 유해가스 발생량에 대하여 각각 20회에 걸쳐 실험하였다. 특히 농어촌 지역 특성상 발생하기 쉬운 폐비닐, 폐 그물에 중점을 맞추어서 조사하였으며, 그에 따른 폐기물의 배출현황 및 시료를 채취하여 성분을 분석하였다. 연구결과 농어촌 폐기물 특성상 발생하기 쉬운 폐 그물 이나 폐비닐 등의 합성수지계의 폐기물로 인해 발열량이 도시와는 1,000~1,900kcal/kg 가량의 큰 차이를 보였다. 이를 효과적으로 소각하기 위해서는 열분해 소각방식이 가장 적합하다는 결론을 얻게 되었다.