• 제목/요약/키워드: Ice field test

검색결과 47건 처리시간 0.025초

금속-세라믹용 Pd-Ag-Sn-Au계 합금의 모의소성 시 산화처리 후 급랭에 의한 경화 효과 (The hardening effect by ice-quenching after oxidation of a Pd-Ag-Sn-Au metal-ceramic alloy during porcelain firing simulation)

  • 신혜정;김민정;권용훈;김형일;설효정
    • 대한치과재료학회지
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    • 제44권3호
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    • pp.197-206
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    • 2017
  • 본 연구에서는 포세린 소성과정 동안 금속하부구조물의 경도가 하강하는 문제점을 개선하기 위해 모의소성 시 산화처리 단계에서 서냉(bench cooling) 대신 급랭(ice-quenching)으로 합금을 냉각시킴으로써 나머지 소성단계 동안 경화효과를 얻을 수 있을 것으로 예측하고, 이를 확인하기 위해 실험을 진행하였다. 본 연구에서는 Pd-Ag-Sn-Au계 금속-세라믹용 합금을 사용하여 실험을 진행하여 다음과 같은 결과를 얻었다. 산화처리 후 stage 0으로 냉각한 시편과 산화처리 후 급랭한 시편을 glaze까지 모의소성한 결과, 두 시편 모두 소성 첫 단계에서 경도가 상승한 후 지속적으로 경도가 하강하였으나, 산화처리 후 급랭한 시편의 최종 경도가 더 높게 나타났다. 소성 첫 단계에서 일어난 경도의 상승은 면심입방구조의 Pd-Ag-rich 기지에서 면심정방구조의 Pd3(Sn, Ga, In)상의 석출로 인해 기지와 석출물간의 계면에 생성된 격자변형에 기인하였다. 모의소성과정에 따른 경도의 하강은 석출물이 조대화됨에 따라 석출물과 기지사이의 계면의 면적이 감소되어 격자 뒤틀림이 해소된 것에 기인하였다.

비정렬 격자 기반의 물-기체 2상 유동해석기법에서의 압력기울기 재구성 방법 (A NEW PRESSURE GRADIENT RECONSTRUCTION METHOD FOR A SEMI-IMPLICIT TWO-PHASE FLOW SCHEME ON UNSTRUCTURED MESHES)

  • 이희동;정재준;조형규;권오준
    • 한국전산유체공학회지
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    • 제15권2호
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    • pp.86-94
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    • 2010
  • A thermal-hydraulic code, named CUPID, has been developed for the analysis of transient two-phase flows in nuclear reactor components. A two-fluid three-field model was used for steam-water two-phase flows. To obtain numerical solutions, the finite volume method was applied over unstructured cell-centered meshes. In steam-water two-phase flows, a phase change, i.e., evaporation or condensation, results in a great change in the flow field because of substantial density difference between liquid and vapor phases. Thus, two-phase flows are very sensitive to the local pressure distribution that determines the phase change. This in turn puts emphasis on the accurate evaluation of local pressure gradient. This paper presents a new reconstruction method to evaluate the pressure gradient at cell centers on unstructured meshes. The results of the new scheme for a simple test function, a gravity-driven cavity, and a wall boiling two-phase flow are compared with those of the previous schemes in the CUPID code.

비정렬 격자계에서의 물-기체 2상 유동해석코드 수치 기법 개선 (IMPROVEMENT OF A SEMI-IMPLICIT TWO-PHASE FLOW SOLVER ON UNSTRUCTURED MESHES)

  • 이희동;정재준;조형규;권오준
    • 한국전산유체공학회:학술대회논문집
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    • 한국전산유체공학회 2010년 춘계학술대회논문집
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    • pp.380-388
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    • 2010
  • A thermal-hydraulic code, named CUPID, has been developed for the analysis of transient two-phase flows in nuclear reactor components. A two-fluid three-field model was used for steam-water two-phase flows. To obtain numerical solutions, the finite volume method was applied over unstructured cell-centered meshes. In steam-water two-phase flows, a phase change, i.e., evaporation of condensation, results in a great change in the flow field because of substantial density difference between liquid and vapor phases. Thus, two-phase flows are very sensitive to the local pressure that determines the phase change. This in turn puts emphasis on the accurate evaluation of local pressure gradient. This paper presents a new numerical scheme to evaluate the pressure gradient at cell centers on unstructured meshes. The results of the new scheme for a simple test function a gravity-driven cavity, and a wall boiling two-phase flow are compared with those of the previous schemes in the cupid code.

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Field and laboratory assessment of ground subsidence induced by underground cavity under the sewer pipe

  • Kong, Suk-Min;Kim, Dong-Min;Lee, Dae-Young;Jung, Hyuk-Sang;Lee, Yong-Joo
    • Geomechanics and Engineering
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    • 제16권3호
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    • pp.285-293
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    • 2018
  • In densely populated urban areas with a large amount of infrastructure, ground subsidence events can result in massive casualties and economic losses. In South Korea, the incidence of ground subsidence in urban areas has increased in recent years and the number of underground cavities suspected of causing such events has significantly increased. Therefore, it is essential to develop techniques to prevent the occurrence of underground and ground subsidence. In this study, a field test, laboratory test, and numerical analysis were conducted to determine the optimal compaction degree of the upper support layer of any underground cavity below the level of sewer pipes in order to prevent such cavities from collapsing and leading to ground subsidence accidents. During the field test, an underground cavity was simulated using ice, and the generation of the cavity was confirmed using ground penetrating radar. The ground investigation was performed using a cone penetration test, and the compaction of the ground where ground subsidence occurred was evaluated with a laboratory test. The behaviour of the ground under various conditions was predicted using a numerical analysis based on the data obtained from the field test and previous studies. Based on these results, the optimal compaction degree of the ground required to prevent the underground cavity from causing ground subsidence was predicted and presented.

수심 변화에 따른 볼라드 당김 및 과부하 조건에서의 다중 포드 추진 쇄빙선박의 여유추력 추정에 대한 수치해석적 연구 (Study on Prediction of Net Thrust of Multi-Pod-Driven Ice-Breaking Vessel Under Bollard Pull and Overload Conditions According to the Change of Water Depth Using Computational Fluid Dynamics-Based Simulations)

  • 김진규;김형태;김희택;이희동
    • 대한조선학회논문집
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    • 제58권3호
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    • pp.158-166
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    • 2021
  • In this paper, a numerical analysis technique using a body force model is investigated to estimate the available net thrust of multi-pod-driven ice-breaking vessels under bollard pull and overload conditions. To employ the body force model in present flow simulations, drag and thrust components acting on the pod unit are calculated by using Propeller Open Water (POW) test data. The available net thrusts according to the direction of operation are evaluated in both bollard pull and overload conditions under deep water. The simulation results are compared with the model test data. The available net thrusts, calculated by the present analysis for ahead operating modes at 3~6 knots which are typical speeds of the target vessel in arctic field, are agreed well with the model test results. It is also found that the present result for astern operating mode appears approximately 6 % larger than the model test result. In addition, the available net thrusts are calculated under the both operating conditions accompanied by shallow water effects, and the main cause of the difference is studied. Based on the result of the present study, it is confirmed that the body force model can be applied to the performance evaluation of multi-pod propulsion system and the main engine selection in early design stage of the vessel.

저밀도 폴리에틸렌 필림의 결정화도 및 전기적 특성 (The crystallinity and electrical characteristics of low density polyetylene thin film)

  • 윤중락;권정열;이헌용
    • 한국전기전자재료학회:학술대회논문집
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    • 한국전기전자재료학회 1996년도 추계학술대회 논문집
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    • pp.164-168
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    • 1996
  • The relation between crystallinity and thermal history in low density polyethylene thin films and their effect on electric conduction phenomena and dielectric breakdown was studied. The low density polythylene thin films obtained by the solution growth method heat-treated at 140[$^{\circ}C$] for 2 h and subsequently cooling to various ways. The degree of crystallinity was estimated by the X-ray diffraction measurement for the specimen of slowly cooling, ICE quenching and liquid nitrogen quenching. The result shows that the crystallinity decreases become faster as the cooling speed increased, and that conduction phenomenon is governed by the space charge limited current in high field. It was found that the dielectric breakdown field increases with an increase in cooling speed and test number in self-healing breakdown method.

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Geo-Bottle의 압축강도 특성에 관한 실험적 연구 (Experimental Study of Compression Strength Characteristics for Geo-Bottle)

  • 이승은;장용채;존 바우더스;박종범
    • 한국지반신소재학회논문집
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    • 제9권1호
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    • pp.31-37
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    • 2010
  • 불용 자원을 건설 자원화 한다면 자원재활용 측면에서 더욱더 효율적으로 친환경적인 접근이 가능할 것이다. 본 연구에서는 PET병을 EPS 블록 대용으로 활용하기 위하여 PET 병을 대상으로 압축강도 시험을 실시하였으며, 이를 드라이아이스 첨가유무에 따라 압축강도를 각각 비교분석하였다. 그 결과 EPS 블록 대용으로 현장에 적용 가능성을 확인하였다.

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Experimental and numerical investigation of closure time during artificial ground freezing with vertical flow

  • Jin, Hyunwoo;Go, Gyu-Hyun;Ryu, Byung Hyun;Lee, Jangguen
    • Geomechanics and Engineering
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    • 제27권5호
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    • pp.433-445
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    • 2021
  • Artificial ground freezing (AGF) is a commonly used geotechnical support technique that can be applied in any soil type and has low environmental impact. Experimental and numerical investigations have been conducted to optimize AGF for application in diverse scenarios. Precise simulation of groundwater flow is crucial to improving the reliability these investigations' results. Previous experimental research has mostly considered horizontal seepage flow, which does not allow accurate calculation of the groundwater flow velocity due to spatial variation of the piezometric head. This study adopted vertical seepage flow-which can maintain a constant cross-sectional area-to eliminate the limitations of using horizontal seepage flow. The closure time is a measure of the time taken for an impermeable layer to begin to form, this being the time for a frozen soil-ice wall to start forming adjacent to the freeze pipes; this is of great importance to applied AGF. This study reports verification of the reliability of our experimental apparatus and measurement system using only water, because temperature data could be measured while freezing was observed visually. Subsequent experimental AFG tests with saturated sandy soil were also performed. From the experimental results, a method of estimating closure time is proposed using the inflection point in the thermal conductivity difference between pore water and pore ice. It is expected that this estimation method will be highly applicable in the field. A further parametric study assessed factors influencing the closure time using a two-dimensional coupled thermo-hydraulic numerical analysis model that can simulate the AGF of saturated sandy soil considering groundwater flow. It shows that the closure time is affected by factors such as hydraulic gradient, unfrozen permeability, particle thermal conductivity, and freezing temperature. Among these factors, changes in the unfrozen permeability and particle thermal conductivity have less effect on the formation of frozen soil-ice walls when the freezing temperature is sufficiently low.

관교의치용 Au-Ag-Cu-Pt-Zn 합금의 시효경화성과 관련된 상변태와 입계석출 (Phase transformation and grain boundary precipitation related to the age-hardening of an Au-Ag-Cu-Pt-Zn alloy for crown and bridge fabrication)

  • 조미향
    • 대한치과기공학회지
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    • 제34권4호
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    • pp.345-352
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    • 2012
  • Purpose: The age-hardening mechanism of an Au-Ag-Cu-Pt-Zn alloy for crown and bridge fabrication was investigated by means of hardness test, X-ray diffraction study and field emission scanning electron microscopic observation. Methods: Before hardness testing, the specimens were solution treated and then were rapidly quenched into ice brine, and were subsequently aged isothermally at $400-450^{\circ}C$ for various periods of time in a molten salt bath and then quenched into ice brain. Hardness measurements were made using a Vickers microhardness tester. The specimens were examined at 15 kV using a field emission scanning electron microscope. Results: By the isothermal aging of the solution-treated specimen at $450^{\circ}C$, the hardness increased rapidly in the early stage of aging process and reached a maximum hardness value. After that, the hardness decreased slowly with prolonged aging. However, the relatively high hardness value was obtained even with 20,000 min aging. By aging the solution-treated specimen, the f.c.c. Au-Ag-rich ${\alpha}_0$ phase was transformed into the Au-Ag-rich ${\alpha}_1$ phase and the AuCu I ordered phase. Conclusion: The hardness increase in the early stage of aging process was attributed to the formation of lattice strains by the precipitation of the Cu-rich phase and then subsequent ordering into the AuCu I-type phase. The decrease in hardness in the later stage of aging process was due to the release of coherency strains by the coarsening of tweed structure in the grain interior and by the growth and coarsening of the lamellar structure in the grain boundary. The increase of inter-lamellar space contributed slightly to the softening compared to the growth of lamellar structure toward the grain interior.

Performance of Imported Sweet Corn Hybrids in Korea

  • Seo, Seo-Jung;Yun, Yun-Sang;Lee, Lee-Suk
    • 한국작물학회지
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    • 제47권4호
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    • pp.305-310
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    • 2002
  • The performance of 7 sugary (su) and 12 shrunken-2 (sh2) sweet com hybrids which are commercially grown in the United States was tested in Korea. The 100-seed weight of su hybrids (16.5-23.6 g) was much heavier compared to that of sh2 hybrids (10.9-17.5 g). The germination rate of su and sh2 hybrids at $25^{\circ}C$ ranged 93.3-100% and 86.7-98.9%, the emergence rate of su and sh2 hybrids in cold test ranged 78.9-97.8% and 62.2-97.8%, and field emergence rate of su and sh2 hybrids ranged 74.4-100.0% and 79.9-98.2%, respectively. In su hybrids, there was a significantly positive correlation between germination rate at $25^{\circ}C$ and emergence rate in cold test or early growth. In contrast, in sh2 hybrids seed weight was positively correlated with early plant growth, while not with the germination rate at $25^{\circ}C$ or emergence rate in cold test and field. Most sh2 hybrids produced larger and more marketable ears compared to su hybrids although there were significant differences among the hybrids in the same genotype. At harvest (24 days after pollination) soluble solids content of su hybrids (24.3-27.1 Brix %) was much higher than that of sh2 hybrids (13.8-18.0 Brix %), while total sugars of sh2 hybrids (21.4-28.6% on the dry weight basis) was much higher compared to su hybrids (2.4-15.9%). Considering germination and emergence rates, marketable ear production, and total sugar content, 'GCB 70' and 'Sweet Satin' in su hybrids and 'Ice Queen', 'Aspen', 'Sweet Magic', 'Bandit', 'Xtrasweet 82', 'Aspen', and 'Cambella 90' in sh2 hybrids performed better than other hybrids.