• 한국재료학회지
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• 제20권11호
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• pp.617-622
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• 2010

We have studied methods to save Si source during the fabrication process of crystalline Si solar cells. One way is to use a thin silicon wafer substrate. As the thickness of the wafers is reduced, mechanical fractures of the substrate increase with the mechanical handling of the thin wafers. It is expected that the mechanical fractures lead to a dropping of yield in the solar cell process. In this study, the mechanical properties of 220-micrometer-solar grade Cz p-type monocrystalline Si wafers were investigated by varying saw-damage etching conditions in order to improve the flexural strength of ultra-thin monocrystalline Si solar cells. Potassium hydroxide (KOH) solution and tetramethyl ammonium hydroxide (TMAH) solution were used as etching solutions. Etching processes were operated with a varying of the ratio of KOH and TMAH solutions in different temperature conditions. After saw-damage etching, wafers were cleaned with a modified RCA cleaning method for ten minutes. Each sample was divided into 42 pieces using an automatic dicing saw machine. The surface morphologies were investigated by scanning electron microscopy and 3D optical microscopy. The thickness distribution was measured by micrometer. The strength distribution was measured with a 4-point-bending tester. As a result, TMAH solution at $90^{\circ}C$ showed the best performance for flexural strength.

• 한국근적외분광분석학회:학술대회논문집
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• 한국근적외분광분석학회 2001년도 NIR-2001
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• pp.1510-1510
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• 2001

NIRS uses reflectance signals resulting from bending and stretching vibrations in chemical bonds between carbon, nitrogen, hydrogen, sulfur and oxygen. These reflectance signals are used to measure the concentration of major chemical composition and other descriptors of homogenized and freeze-dried whole broiler carcasses. Six strains of chicken were analyzed and the NIRS model predictions compared to reference data. The results of this comparison indicate that NIRS is a rapid tool for predicting dry matter (DM), fat, crude protein (CP) and ash content in the broiler carcass. Males and females of six commercial strain crosses of broiler chicken (Gallus domesticus) were used in this study (6$\times$2 factorial design). Each strain was grown to 16 weeks of age, and duplicate serial samples were taken for body composition analysis. Each whole carcass was pressure-cooked, homogenized, and a representative sample was freeze-dried. Body composition determined as follows: DM by oven dried method at 105$^{\circ}C$ for 3 hours, fat by Mojonnier diethyl ether extraction, CP by measuring nitrogen content using an auto-analyzer with Kjeldhal digest and ash by combustion in a muffle furnace for 24 hour at 55$0^{\circ}C$. These homogenized and freeze-dried carcass samples were then scanned with a Foss NIR Systems 6500 visible-NIR spectrophotometer (400-2500nm) (Foss NIR Systems, Silver Spring, MD., US) using Infra-Soft-International, ISI, WinISl software (ISI, Port Matilda, US). The NIRS spectra were analyzed using principal component (PC) analysis. This data was corrected for scatter using standard normal “Variate” and “Detrend” technique. The accuracy of the NIRS calibration equations developed using Partial Least Squares (PLS) for predicting major chemical composition and carcass descriptors- such as body mass (BM), bird dry matter and moisture content was tested using cross validation. Discrimination analysis was also used for sex and strain identification. According to Dr John Shenk, the creator of the ISI software, the calibration equations with the correlation coefficient, $R^2$, between reference data and NIRS predicted results of above 0.90 is excellent and between 0.70 to 0.89 is a good quantifying guideline. The excellent calibration equations for DM ($R^2$= 0.99), fat (0.98) and CP (0.92) and a good quantifying guideline equation for ash (0.80) were developed in this study. The results of cross validation statistics for carcass descriptors, body composition using reference methods, inter-correlation between carcass descriptors and NIRS calibration, and the results of discrimination analysis for sex and strain identification will also be presented in the poster. The NIRS predicted daily gain and calculated daily gain from this experiment, and true daily gain (using data from another experiment with closely related broiler chicken from each of the six strains) will also be discussed in the paper.

• 한국공간구조학회논문집
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• 제2권1호
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• pp.85-92
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• 2002

Two way grid single-layer domes are of great advantage in fabrication and construction because of the simple fact that they have only four members at each junction. But, from a point of view of mechanics, the rectangular latticed pattern gives rise to a nonuniform rigidity-distribution in the circumferential direction. If the equivalent rigidity is considered in the axial direction of members, the in-plane equivalent shearing rigidity depends only on the in-plane bending rigidity of members and its value is very small in comparison to that of the in-plane equivalent stretching rigidity. It has a tendency to decrease buckling -strength of dome considerably by external force. But it is possible to increase buckling strength by the use of roofing covering materials connected to framework. In a case like this, shearing rigidity of roofing material increases buckling strength of the overall structure and can be designed economically from the viewpoint of practice. Therefore, the purpose of this paper, in Lamella dome and rectangular latticed dome that are a set of 2-way grid dome, is to clarify the effects of roofing covering materials for increasing of buckling strength of overall dome. Analysis method is based on FEM dealing with the geometrically nonlinear deflection problems. The conclusion were given as follows: 1. In case of Lamella domes which have nearly equal rigidity in the direction of circumference, the rigidity of roofing covering materials does not have a great influence on buckling-strength, but in rectangular latticed domes that has a clear periodicity of rigidity, the value of its buckling strength has a tendency to increase considerably with increasing rigidity of roofing covering materials 2. In case of rectangular latticed domes, as rise-span-ratio increases, models which is subjected to pressure -type-uniform loading than vertical-type-uniform loading are higher in the aspects of the increasing rate of buckling- strength according to the rate of shear reinforcement rigidity, but in case of Lamella dome, the condition of loading and rise-span-ratio do not have a great influence on the increasing rate of buckling strength according to the rate of shear reinforcement rigidity.

• 한국철도학회논문집
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• 제13권2호
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• pp.186-193
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• 2010

철도교에서는 일정한 간격의 축중을 가지는 차량하중이 반복적으로 재하되므로 정적성능과 더불어 동적성능이 매우 중요하다. 또한 철도교의 상부에 부설되는 궤도시스템은 교량의 정 동적 성능에 영향을 주는 것으로 알려져 있다. 본 연구에서는 실제 궤도시스템을 적용한 거더시험체를 제작하여 궤도시스템에 따른 교량의 정 동적거동을 분석하였다. 정적거동 분석에서는 교량 처짐 및 응력을 검토하고 중립축위치를 분석하였으며, 동적거동 분석에서는 고유진동수, 감쇠비, 하중크기, 하중진폭에 대한 영향을 궤도시스템별로 검토하였다. 궤도부설에 따른 정적처짐 변화검토를 통해 궤도 부설전에 비해 자갈궤도는 약 7%, 콘크리트궤도는 약 50%의 강성 증가 효과가 있음을 확인하였고, 궤도 부설 시 교량의 고유진동수가 낮아졌으나 감쇠비 변화는 없는 것으로 분석되었다. 또한, 최대하중 크기가 증가할수록 철도교량의 동적응답(처짐 및 가속도)이 선형적으로 증가하였으며, 하중진 폭은 공진 시 교량의 동적응답을 크게 증가시키는 것으로 분석되었다. 따라서, 자갈궤도는 교량의 강성을 일정 부분 증가시키고, 콘크리트궤도의 경우 자갈궤도 부설 교량에 비해 상당한 강성기여도를 가지고 있음을 실험적으로 입증하였으나, 정량적인 강성기여도의 크기는 자갈궤도 및 콘크리트궤도의 설계값에 따라 상이할 수 있기 때문에 이를 적용할 수 있는 궤도의 질량 및 강성기여도 분석방법 개발이 필요할 것으로 판단된다.

• 한국세라믹학회지
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• 제42권4호
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• pp.260-268
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• 2005

규조토를 주원료로 사용한 서로 다른 조성비의 세라믹 슬러리를 압출성형하여 내열보호관을 제조하고, 기계적 강도, 미세구조, 탄소분석을 하였다. 입도가 $50\~100\;{\mu}m$ 다공성 규조토를 $60wt\%$로 고정하고, 조성물 변수로써 유$\cdot$무기바인더로 silica sol$(4.3\~7.3\;wt\%)$, CMC(Sodium CarboxyMethyl Cellulose $(6\~9\;wt\%)$) 및 paper powder$(4.7\~7.7\;wt\%)$를 $1\;wt\%$씩 변화시켜 최적의 배합비를 얻었다. 시편의 특성을 조사한 결과, 규조토 $60\;wt\%$에 silica sol $5.3\;wt\%$, CMC $7\;wt\%$를 첨가하였을 경우, 꺽임강도 7.12 MPa, 탄성율 1090 MPa, 압축강도 1.47 MPa, 탄소 $2.3\;wt\%$ 이하로 철강산업에서의 온도$\cdot$성분측정 및 sample 채취를 할 수 있는 용융금속 프로브용 규조토 내열보호관을 제조할 수 있었다.

• 전기학회논문지
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• 제60권6호
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• pp.1274-1279
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• 2011

The purpose of this paper is to present the manufacturing defect and damage pattern of a 3 phase 22.9/3.3kV oil immersed transformer, as well as to present an objective basis for the prevention of a similar accident and to secure data for the settlement of PL related disputes. It was found that in order to prevent the occurrence of accidents to transformers, insulating oil analysis, thermal image measurement, and corona discharge diagnosis, etc., were performed by establishing relevant regulation. The result of analysis performed on the external appearance of a transformer to which an accident occurred, the internal insulation resistance and protection system, etc., showed that most of the analysis items were judged to be acceptable. However, it was found that the insulation characteristics between the primary winding and the enclosure, those between the ground and the secondary winding, and those between the primary and secondary windings were inappropriate due to an insulating oil leak caused by damage to the pressure relief valve. From the analysis of the acidity values measured over the past 5 years, it is thought that an increase in carbon dioxide (CO2) caused an increase in the temperature inside the transformer and the increase in the ethylene gas increased the possibility of ignition. Even though 17 years have passed since the transformer was installed, it was found that the system's design, manufacture, maintenance and management have been performed well and the insulating paper was in good condition, and that there was no trace of public access or vandalism. However, in the case of transformers to which accidents have occurred, a melted area between the upper and the intermediate bobbins of the W-phase secondary winding as well as between its intermediate and lower bobbins. It can be seen that a V-pattern was formed at the carbonized area of the transformer and that the depth of the carbonization is deeper at the upper side than the lower side. In addition, it was found that physical bending and deformation occurred inside the secondary winding due to non-uniform pressure while performing transformer winding work. Therefore, since it is obvious that the accident occurred due to a manufacturing defect (winding work defect), it is thought that the manufacturer of the transformer is responsible for the accident and that it is lawful for the manufacture to investigate and prove the concrete cause of the accident according to the Product Liability Law (PLL).

• 한국산학기술학회논문지
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• 제19권3호
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• pp.21-31
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• 2018

이 논문은 철도교 교량 바닥판의 영구거푸집 목적으로 개발된 리브가 부착된 프리캐스트 콘크리트 패널과 그 패널을 적용한 교량바닥판의 구조 성능 검증을 위한 정적하중재하실험을 수행결과를 정리하였다. 영구거푸집 용도의 리브가 부착된 프리캐스트 패널을 대상으로 폭 400mm 보부재와 폭 1200mm 판부재를 각각 3개씩 제작하였고 후타설 콘크리트와 리브가 부착된 프리캐스트 콘크리트 패널이 합성된 교량 바닥판 부재를 대상으로 폭 400mm 보부재와 폭 1200mm 판부재를 각각 3개씩 제작하여 총 12개의 실험체에 대하여 정적하중재하 실험을 수행하였다. 모든 실험체의 단면은 바닥판 설계지간 1.6m를 갖는 두께 240mm의 철도교 바닥판을 가정하여 결정하였고, 시공하중이 작용하는 프리캐스트 패널에 대하여 콘크리트 표준시방서에 따른 거푸집 설계하중을 재하하였을 때 리브가 부착된 프리캐스트 콘크리트 패널 하면의 인장응력이 콘크리트 인장강도를 초과하지 않도록 단면을 설계하였다. 각 실험체에 대하여 하중에 따른 철근변형률, 콘크리트 변형률, 균열폭, 처짐, 합성부재의 시공이음면의 슬립량을 계측하여 그 결과로부터 구조물의 안전성과 사용성 평가를 수행하였다. 모든 실험체는 현행 설계기준에서 요구되는 안전성 및 사용성 기준을 만족하는 것으로 나타났다.

• 한국산학기술학회논문지
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• 제21권11호
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• pp.683-692
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• 2020

본 논문에서는 철도교량상판에 적용하는 방수재료 선정을 위한 이음부 및 균열부에 대한 거동 저항 성능평가를 수행하였다. PSC거더 철도 교량상판에서 발생하는 일반적인 변위 범위 조건을 도출하여, 도출한 결과에 따라서 방수재료의 균열 거동 저항 성능평가 방법을 개발하였다. 재안하고자 하는 평가를 위한 균열거동폭 (mm)을 설정하기 위해 레일도상이 설치되어있는 PSC 거더 교량을 대상으로 유한요소 모델링 해석을 수행하였으며, 최소 균열 거동 범위 (약 1.5mm)를 도출하였다. 평가 방법으로서는 교량 상판에 통상적으로 사용되는 시멘트계 도막 시스템, 폴리우레탄 코팅, 접착식 아스팔트 시트 및 합성 고무 겔 복합 아스팔트 시트 시스템 총 4가지 종류의 방수재료를 선정하여, 각 방수재료 종류별 5가지의 시편을 제조하여 성능 평가를 수행하였다. 각 시험편별로 4가지의 균열 거동폭조건 (1.5, 3.0, 4.5, 6.0mm)에 대해 평가를 수행하였으며, 본 연구를 통하여 철도교량에 일반적인 균열 거동 폭을 고려한 평가 기준에 따라 각 방수재료별 누수저항성 평가에 따른 철도교량상판 사용 적합성을 판단하였다.

• 한국안전학회지
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• 제33권2호
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• pp.52-60
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• 2018

This study compares the differences of the fit factor by the order of wearing preference between Particulate filtering facepiece respirators(PFFR) and glasses when participants wore simultaneously and a survey of physical and visual complaint. Recognition level about fit of respirators was investigated and the educational (before- and after-) effect of the fit factor. When participants wore PFFR and glasses, physical complaints were nose pressure, slipping, nose and ear pressure, ear pressure and rim loosen, the most highly physical complaints were nose pressure. Visual complaints were demister, blurry vision, dizziness, visual field, and lens dirty, the most highly visual complaints were demister. But, there was significant difference in physical complaint such as nose pressure(10.3%), slipping (23.0%), nose and ear pressure(14.3%), and rim loosen(16.2%), visual complaint such as visual field(13.8%) and lens dirty(32.4%). For the recognition of fit of respirators, respirators fitness, leak site, an initial point and an object, faulty factor, recognition level was higher. Fit factor was increased after education of proper wearing of respirator. Change of the fit factor was smaller compared to the normal breathing and after 6 actions in case of after education. Questionnaire consisted of general characteristics and physical/visual complaint, recognition of fit. Complaints were measured after the QNFT with multiple choices. Quantitative fit factor was measured by device and compared the result of (before- and after-) educational effect. Also, we selected to 6 actions (Normal breathing, Deep breathing, Bending over, Turning head side to side, Moving head up and down, Normal breathing) among 8 actions OSHA QNFT (Quantitative Fit testing) protocol to measure the fit factors. The fit factor was higher after the training (p=0.000). Descriptive statistics, paired t-test, and Wilcoxon analysis were performed to describe the result of questionnaire and fit test. (P=0.05) Therefore, it is necessary to investigate the quantitative research such as training program and glasses fitting factor about the wearing of PFFR and glasses simultaneously.

• 한국콘텐츠학회논문지
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• 제10권9호
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• pp.309-317
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• 2010

치과 교정치료를 위하여 스테인리스 선재가 널리 사용되고 있다. 그러나 내식성이 우수한 스테인리스강 선재가 복합적인 구강환경에서 부식되어 구강조직에 과민반응 또는 이상반응이 발생되고 있다. 이러한 문제를 보완하기 위하여 본 연구에서는 초내식성의 듀플렉스 스테인리스 선재를 교정용 선재로 제시하고 자 한다. DSS선재의 교정용 선재로 제시하기 위하여 기계적 강도와 생물학적 안정성을 평가하였다. 기계적 강도는 상용 교정용 SS선재와 6종의 열처리(실온($28^{\circ}C$), $500^{\circ}C$, $600^{\circ}C$, $700^{\circ}C$, $800^{\circ}C$, $900^{\circ}C$)를 실시한 DSS선재를 이용하여 인장강도시험을 실시하였다. 그리고 최적의 강도를 가지는 열처리 조건에서 제작된 DSS선재를 이용하여 굽힘 모멘트 시험을 실시하여 최대 응력과 탄성계수를 산출하였다. 그리고 생물학적 안정성 평가를 위하여 세포성장률 시험을 실시하였다. 선재를 이용하여 금속용출배지를 만들어 세포를 배양 후 세포성장률을 관찰하였다. 기계적 강도 평가 결과 SS선재($8.17\times10^4\;N/mm^2$)와 DSS500($8.05\times10^4\;N/mm^2$)선재가 유사한 기계적 강도를 가졌다(p=0.05). 생물학적 안전성 평가 결과 세포 독성이 없는 것으로 나타났다(p=0.05). 따라서 본 연구에 제시한 초내식성의 듀플렉스 스테인리스 선재가 교정용 선재로 사용이 가능한 것으로 판단된다.