• Journal of Energy Engineering
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• v.4 no.2
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• pp.288-296
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• 1995

촉매변환기용 모노리스에서의 속도변화에 따른 압력강하를 알아보기 위하여 풍동을 제작하여 실험하였다. 200 cpsi, 300 cpsi와 400 cpsi의 모노리스 담체에 대한 압력강하를 측정하였고, 듀얼베드 형태에서의 압력강하를 알아보기 위하여 200 cpsi, 300 cpsi와 400 cpsi들 중 두 개씩 조합하여 두 모노리스 담체의 사이 간격을 변화시켜가면서 압력강하를 측정하였다. 또한 많이 사용되고 있는 촉매가 담지된 400cpsi의 모노리스를 이용하여 촉매 담지에 대한 유동의 영향을 살표보았다. 모노리스 상·하류간의 압력강하는 공극율에 상관없이 공기와 유로벽과의 접촉면적에 따라 증가한다. 실험 결과로부터 제안된 상관관계를 상용하여 모노리스 형상에 따른 압력강하를 근사적으로 예측 할 수 있다. 듀얼베드 형태에서의 압력강하는 상류부와 하류부의 개별적인 모노리스의 압력강하와 두 모노리스 사이에서의 압력강하의 합으로 볼 수 있는데, 두 모노리스 사이에서의 압력강하는 무시할 만 하였다. 따라서 듀얼베드 형태의 전체적인 압력강하는 상류부와 하류부의 개별적인 모노리스에서 생기는 압력강하만의 합으로 구할 수 있다. 촉매가 담지되지 않은 모노리스의 측정결과로부터 제안된 상관관계를 촉매가 담지된 모노리스의 압력강하를 예측하는데 사용하기 위해서는 모노리스 길이를 원래길이의 1.25배로 수정하여 사용하여야 한다.

• Journal of the Korea institute for structural maintenance and inspection
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• v.11 no.1
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• pp.181-192
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• 2007

The purpose of this study is to analyse and compare experimentally flexural behavior of RC beams strengthened with CFRP plates by different methods, and finally suggest the evaluation equations of flexural capacity of RC beams with the aim of application of prestressed CFRP strengthening. The experimental parameters are compressive strength, reinforcement ratio, prestressing level and strengthening methods. The non-prestressed specimens failed on account of separation of the plates from the beams due to premature de-bonding, while most of the prestressed specimens failed due to CFRP plate fracture. The evaluation equations of flexural capacity of RC beams is suggested and these equations have a good reliability in predicting flexural strength of RC beams.

• Proceedings of the Korean Institute of Resources Recycling Conference
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• 2005.05a
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• pp.113-118
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• 2005

Recycle methodology was researched on the HIPS(High Impact Poly Styrene) materials which are used in modern industry widely, For the various mixing ratio between virgin pellets of HIPS and recycled ones, tensile strength and shrinkage ratio were analyzed with injection molding experiments and numerical simulations. In addition, the deviations of dimensional accuracy were observed in accordance with various molding conditions. Molding conditions such as mold and melt temperature were changed by 3 steps. Mixing ratio between virgin pellets of HIPS and recycled ones were under controlled with 15%, 30% and 45%.

• Proceedings of the KIEE Conference
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• 2006.07e
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• pp.5-6
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• 2006

본 시험의 목적은 수직주 및 $80^{\circ}$경사주에 대한 강도시험을 통하여 보통지선이 없는 수평지선주의 시설가능 범위를 파악하고, 전선장력에 대한 지선장력과 전주저항모멘트간의 상관관계를 실증시험을 통하여 지선 강도계산시 전주저항모멘트 적용의 타당성 여부를 조사하는 것이다. 시험결과 $2^{\circ}$이상 휘어진 전주는 지선 보강이 필요하며, 설계시 하중 작용점에 따른 전주저항모멘트는 일정한 값을 적용하여도 됨을 확인하였다. 그리고 지선강도계산식에서 전주의 저항모멘트를 고려하지 않는 것이, Y지선보다는 각 하중 작용점에 해당 불평균장력에 견디는 1조 지선을 시설하는 것이 바람직하다. 또한 보통지선이 없는 수평지선주는 지선에 작용하는 하중, 전주의 설계하중, 전주길이 및 지선의 설치위치를 고려하여 선정하여야 하여야 함을 도출하였다.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.10 no.3
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• pp.476-481
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• 2009

The waste sheet glass cullet and hydroxyapatite is applied to make the fine porous glass. It's mechanical strength is examined, and the structure of porous glass is observed. The pore size and shapes were not homogeneous and bigger pore size when HAp was over 7%. In the sintering temperature range of $830{\sim}840^{\circ}C$, and $3{\sim}5%$ of HAp were showed about $10{\mu}m$ pore size and homogenous morphology. The compressive strength and bending strength were appeared about $18kg/cm^2$, $8kg/cm^2$ respectively.

• Journal of the Korean Crystal Growth and Crystal Technology
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• v.29 no.4
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• pp.167-172
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• 2019

The strength (MPa), hardness (Hv), shrinkage (%) and biological properties of the HAp were measured by using an organic plasticizer which facilitates the molding and heat treatment. Mechanical properties such as compressive strength, bending strength and hardness were increased with increasing amount of plasticizer, but mechanical properties were decreased when plasticizer was added more than 7 %. This is because addition of the plasticizer above the allowable value causes cracking during molding, and such cracks promote the generation of microcracks and pores at the time of sintering, resulting in a decrease in mechanical properties. As a result of the antimicrobial activity test, no bacteria were detected regardless of the addition amount of plasticizer.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.29 no.1A
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• pp.95-100
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• 2009

This study proposed mix proportions of early strength pavement concrete for large size area using calcium nitrate. Therefore, we used type III cement with calcium nitrate. Laboratory tests conducted to air content, slump loss test, setting time test, compressive strength test and flexural strength test. Our early strength pavement concrete mixture proportion proposed in this study for large size area attained the required compressive strength of 21 MPa and a flexural strength of 3.8 MPa, which allowed it to be opened to traffic within 8 hours. Based on test results, we suggested optimum mix proportions of early strength pavement concrete for large size area using calcium nitrate.

• Journal of the Korea Concrete Institute
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• v.17 no.1 s.85
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• pp.27-34
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• 2005

The purpose of this study is to investigate the structural behavior of RC Piers using high strength concrete and high strength rebars. The high strength concrete offers many advantages such as enhanced mechanical performance and durability, in addition to member size reduction. The high strength rebars are used here to reduce the amount of rebars, which facilitates the placement of concrete and labor works. Five RC piers were tested under a constant axial load and a cyclically reversed horizontal load. The seismic design of piers were implemented, according to the current Korean Bridge Design Code. The test variables include concrete compressive strength, steel strength, and steel ratio. The test results indicate that RC piers using the high strength concrete and high strength rebars exhibit ductile behavior and appropriate seismic performance, in compliance with the design code. The present study allows more realistic application of high strength rebars and concrete to RC piers, which will provide enhanced durability as well as more economy.

• Korean Journal of Food Science and Technology
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• v.47 no.2
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• pp.204-210
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• 2015

Makgeolli is made from rice or flour, yeast, and nuruk, a fermentation starter. The flavor of makgeolli is affected by sugars, amino acids, organic acids and volatile flavor compounds produced by various microorganisms. In this study, lactic acid bacteria (LAB) were isolated from unsterilized makgeolli samples collected from several provinces in Korea, and then later identified. Under anaerobic conditions, LAB density ranged from $5.0{\times}10^6$ to $1.5{\times}10^8CFU/mL$; yeast density ranged from $2.5{\times}10^7$ to $1.5{\times}10^8CFU/mL$. Of the LAB isolated from makgeolli, 1,126 were analyzed using restriction fragment length polymorphism (PCR-RFLP) analysis of 16S rRNA, which allowed for classification into five groups. Of the 1,126 LABs tested, 130 produced ${\gamma}$-aminobutyric acid (GABA).

• The korean journal of orthodontics
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• v.33 no.2 s.97
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• pp.121-130
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• 2003

The purpose of this study was to evaluate the possibile clinical application of electroplating to increase diameter of an orthodontic wire, through examining the change of physical properties. The diameter of stainless steel orthodontic wire was increased from 0.016 inch to 0.018 inch by electroplating in a bath of nickel sulfate 100g/L, nickel chloride 60g/L, boric acid 30g/L, and sodium chloride 50g/L, under the conditions of 1.7V, $25\~29^{\circ}C\;and\;3.1\~3.3pH$. During the electroplating, the rate of diameter increase was measured every minute. To investigate uniformity, the diameter was measured at three different locations of each wire specimen aster electroplating. An X-ray diffraction test was performed to analyze the nature of the electroplated metal. Following heat treatment to improve adhesion between the wire and electroplated metal, a three-point bending test was conducted to compare stiffness, field strength, and ultimate strength among four wire groups; 0.016 inch, electroplated 016, electroplated and heat-treated 016, and 0.018 inch wires. Through the comparison of each wire group, following results were obtained. 1. In the load-deflection graph, the curve of the electroplated group was Placed between that of the 0.016 inch group and the 0.018 inch group, and the owe was closer to the 0.018 inch group by heat treatment. 2. In the electroplated and heat-treated 016 wire group, the values of stiffness, yield strength and ultimate strength showed higher tendency than in the original 0.016 Inch group. Stiffness and ultimate strength showed statistically significant differences between two groups. 3. Stiffness, yield strength, and ultimate strength of electroplated wire presented lower values than those of 0.018 inch wire group. 4. Stiffness, yield strength, and ultimate strength of electroplated and heat-treated wire showed higher tendency than those of electroplated wire group, and ultimate strength showed statistically significant difference between two groups. 5. After electroplating, the difference in diameter between the three locations was within $0.1\~0.3\%$ variation, and showed no statistical significance.