• 한국전기전자재료학회논문지
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• 제20권5호
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• pp.430-435
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• 2007

This paper describes the results of electrical characteristics assessment for organic insulations of polyethylene(PE) series insulations and acrylonitrile butadiene styrene copolymer(ABS). In the experiment, 4 kinds of specimens by composition density were tested in relative permittivity, specific resistance and tracking duration. A WinDETA system and a tracking test set manufactured for this assessment were used to measure the dielectric parameters and tracking duration, respectively. In measuring the tracking duration, the time from testing voltage application to testing circuit breaking due to the tracking current was measured. As a result, dielectric dispersion was observed in measuring the relative permittivity of ABS. It was confirmed that the relative permittivity decreased with the density of the PE series insulations and it depends rather on the temperature than frequency. In most specimens, specific resistance exponentially decreased with frequency and the result for each specimen was almost similar. By the way, in the tracking test, all the PE series insulations showed more excellent performance than ABS and especially in the case of HDPE, its tracking withstand performance was the best.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2009년도 춘계 학술발표회
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• pp.331-340
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• 2009

This study evaluates the relationship between cone tip resistance ($q_c$) and small-strain shear modulus ($G_{max}$) of cemented sand. For this purpose, a series of miniature cone penetration and bender element tests are performed in calibration chamber specimens with various gypsum contents. Experimental results show that both $q_c$ and $G_{max}$ of sand increase with increasing cementation level as well as relative density and vertical confining stress. However, the relative density and vertical confining stress has more significant influence on $G_{max}$ and $q_c$ of uncemented sand than those of cemented sand. It is observed that the $G_{max}/q_c$ ratio of cemented sand decreases with increasing relative density. This result means that state variables have more affect on $q_c$ than $G_{max}$ of cemented sand. Test results also show that the effect of vertical stress on $G_{max}-q_c$ relation is reduced by cementation effect.

• 벤처창업연구
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• 제10권1호
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• pp.55-67
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• 2015

본 연구는 최근 교육시장의 벤처기업이나 사내 벤처를 위한 혁신기술로 부상하고 있는 스마트러닝(Smart Learning)의 혁신저항에 대하여 연구하였다. 스마트러닝 학습 방법에 대한 지각된 혁신 특성의 상대적 이점, 복잡성 및 적합성이 혁신저항에 유의한 영향을 미치는지 알아보았다. 이어서 기존 학습법에 대한 태도와 지각된 자기효능이 혁신저항에 유의한 영향을 미치는지 알아보았다. 그리고 이용자의 이러한 혁신저항이 향후 이용에 영향을 미치는지 알아보았고, 인구통계에 따라 조절효과가 나타나는지 살펴보았다. 구조방정식 모형을 사용하여 분석한 결과, 상대적 이점만을 제외한 모든 요인이 혁신저항에 영향을 주는 것으로 나타났다. 이를 통해 혁신저항 역시 향후 이용의도에 유의한 영향을 미친다는 결과를 얻을 수 있었다.

• Tribology and Lubricants
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• 제35권2호
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• pp.139-147
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• 2019

This study investigates the effects of corrosion resistance characteristics of opponent materials in relative motion on the sliding wear behavior of mild carbon steel. Pin specimens made of mild carbon steel are tested at several sliding speeds against mating discs made of two types of alloyed steels, such as type D2 tool steel (STD11) and type 420 stainless steel (STS420J2), with different corrosion resistance characteristics in a pin-on-disc type sliding wear test machine. The results clearly show that the sliding wear behavior of mild carbon steel is influenced by the corrosion resistance characteristics of the mating disc materials at low sliding speeds. However, the sliding wear behavior at high sliding speeds is irrelevant to the characteristics because of the rising temperature. During the steady state wear period, the sliding wear rate of mild carbon steel against the type 420 stainless steel at a sliding speed of 0.5 m/s increases considerably unlike against the type D2 tool steel. This may be because the better corrosion resistance characteristics achieve a worse tribochemical reactivity. However, during the running-in wear period at low sliding speeds, the wear behavior of mild carbon steel is influenced by the microstructure after heat treatment of the mating disc materials rather than by their corrosion resistance characteristics.

• 한국조경학회지
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• 제41권5호
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• pp.1-8
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• 2013

이 연구는 2종의 저관리 경량형 옥상녹화시스템(세덤박스와 우수저장형 옥상녹화시스템)을 대상으로 옥상녹화 효과를 평가하기 위해 옥상의 건조한 조건에 잘 견딜 수 있는 내건성 식물 12종을 대상으로 실험을 실시하였다. 실험은 우수저장형 옥상녹화시스템의 기초 연구를 위해 식물의 내건성을 평가하였다. 식물의 내건성 평가를 위해 무관리 조건에서 12종 식물의 건조스트레스의 저항성을 평가하였다. 내건성 평가는 처리 시간에 따라 12종 식물의 상대수분함량의 변화, 전해질 용출 평가, 엽록소 함량의 변화, 토양수분과 건조 스트레스와의 관계를 연구하였다. 건조처리 시간이 길수록 식물들의 상대수분 함량과 엽록소 함량이 감소하면서, 전해질 용출이 증가하였다. 따라서 식물의 내건성 평가 결과, Pulsatilla koreana, Ainsliaea acerifolia를 제외한 10종이 내성이 강하여 옥상녹화에 적용 가능한 종으로 판단되며, 우수저장형 옥상녹화 시스템에서 식물들의 내건성은 식생박스의 식물들보다는 강한 것으로 나타났다. 따라서 우수저장형 옥상녹화 시스템이 식물의 생육과 건조조건에 대한 저항성 증진 효과가 있는 것이 증명되어 도시 옥상녹화에 이용할 수 있다.

• 대한기계학회논문집A
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• 제26권9호
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• pp.1842-1848
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• 2002

Although DLC coatings have good tribological properties, these are dependant on the deposition method, the property of contact surface, and test condition. Humidity, which has little influence on tribological behavior in macro scale, is an important factor of tribological behavior in small devices like MEMS. The objective of this study is to investigate the tribological behavior of DLC coatings with particular attention to their wettability at various humidities. DLC coatings were deposited on Si substrates and tested using a reciprocating friction tester against Si$_3$N$_4$balls at various humidities. The results showed that the tribological behavior of DLC coatings was dependant on relative humidity and wettablility of DLC coatings. Friction coefficient at high relative humidity was higher thar that at low relative humidity. The tungsten-containing DLC coatings had a good wear resistance at low relative humidity whereas DLC coatings derived from argon(Ar)+cesium(Cs) gases showed a good wear resistance at high relative humidity.

• 한국농공학회논문집
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• 제60권3호
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• pp.123-133
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• 2018

The purpose of this paper is to propose an experimental method to evaluate the resistance of abrasion about 24 MPa, 27 MPa, and 30 MPa compressive strength. These strength are used in the design and construction of concrete hydraulic structures in Korea. The mixing ratios of the ready mixed concrete strengths were investigated countrywide and set the representative mixture proportion ratios of the nine mixed types of OPC, FA and BFS. After making and curing the test specimens, the underwater abrasion test was performed. ASTM C 1138 International Standard was used to fabricate the test equipment, and the surface abrasion resistance of the specimen was tested using the test equipment. In the case of OPC, the 30% abrasion resistance improvement effect was observed at 72 hours as the water-binder ratio decreased. That was reason the coated cement bond strength of the specimen was strong. In the case of BFS and FA, it was improved by 9.9% and 3.8%, respectively, at 72 hours as the water-binder ratio decreased. It was due to the characteristics of the latent hydraulic and pozzolanic reactions. Generally, the relative abrasion resistance of concrete can be evaluated at 24 hours. However, in case of low strength (under 24 MPa), the surface mortar layer wears much faster at the first 12 hours, so it can be considered to evaluate the relative abrasion loss rate at this point.

• Plant Biotechnology Reports
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• 제5권4호
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• pp.301-308
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• 2011

This study tested the relative and combined efficacy of ShPx2 and ShPAL transgenes by comparing Nicotiana tabacum hybrids with enhanced levels of $_L$-phenylalanine ammonia lyase (PAL) activity and cationic peroxidase (Prx) activity with transgenic parental lines that overexpress either transgene. The PAL/Prx hybrids expressed both transgenes driven by the 35S CaMV promoter, and leaf PAL and Prx enzyme activities were similar to those of the relevant transgenic parent and seven- to tenfold higher than nontransgenic controls. Lignin levels in the PAL/Prx hybrids were higher than the PAL parent and nontransgenic controls, but not significantly higher than the Prx parent. All transgenic plants showed increased resistance to the necrotrophs Phytophthora parasitica pv. nicotianae and Cercospora nicotianae compared to nontransgenic controls, with a preponderance of smaller lesion categories produced in Prx-expressing lines. However, the PAL/Prx hybrids showed no significant increase in resistance to either pathogen relative to the Prx parental line. These data indicate that, in tobacco, the PAL and Prx transgenes do not act additively in disease resistance. Stacking with Prx did not prevent a visible growth inhibition from PAL overexpression. Practical use of ShPAL will likely require more sophisticated developmental control, and we conclude that ShPx2 is a preferred candidate for development as a resistance transgene.

• 한국지반환경공학회 논문집
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• 제23권5호
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• pp.5-13
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• 2022

본 연구에서는 국내 지진모의시험 수행 시 모래지반의 모사를 위해 국내에서 널리 이용되는 지반재료인 인공규사를 대상으로 상대밀도 차이에 따른 진동삼축시험을 수행하여 인공규사의 동적특성 및 액상화 저항특성을 실험적으로 분석하였다. 상대밀도 조건을 40%, 60%, 80%로 달리한 시험결과를 통해 상대밀도에 따른 액상화 저항특성을 확인하였으며, 액상화 진동저항응력비(Cyclic resistance stress ratio, CRR) 산정 곡선을 도시하였다. 또한, 액상화 진동저항응력비(CRR) 산정곡선의 타당성을 검토하기 위해 실내진동삼축시험에 사용된 규사로 이루어진 인공지반을 조성한 후, 간편예측법과 상세예측법을 통한 액상화 평가를 수행하여 각각의 안전율을 비교·검토하였다. 최종적으로, 상대밀도를 달리한 실험을 통해 인공규사의 동적물성을 파악하여 결과를 도출하였으며, 이 결과를 물성치로 적용한 상대밀도 40% 간편예측법은 안전율이 1로 안전한 지반으로 도출된 반면 상세예측법은 0.05작은 값으로 결과가 도출되었다.

• 한국농공학회:학술대회논문집
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• 한국농공학회 1999년도 Proceedings of the 1999 Annual Conference The Korean Society of Agricutural Engineers
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• pp.294-300
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• 1999

After researching the physical properties of the concrete included Rice Husk Ash(RHA concrete) and workability of fresh concrete admixed RHA, we have tested durability of RHA-concrete against freeaing and thawing in the winter using rapid freezing and thawing test method(KS F 2456) . There aretwo hypotheses to explain the failure mechanism of a freezing and thawing action. First, the hydraulic pressure in the pores of freezing concrete make an internal stress of concrete structures outbreaking micro crack in the face of concrete, Second, Frost action causing damage to cement paste repeatedly come from soil frost action, freezing water in the capillaries. Initial Relative Dynamic Modulus of Elasticity (DME) was biggest in cae of unit binder weight 600kgf/㎥ and relative dynamic modulus of elasticity increased until 300cycles. In general , initial relative DME was proportional to unit binder weight . Relative DME was decreased in proportion to unit binder weight in the case of 300, 400, 500kgf/㎥ , but relative DME fo the others remained more than 90% until 300 cycles. It was not good effect of intermixed RHA to concrete in case of below unit binder weight 300kgf/㎥ and the resistance of freezing and thawing was not good either.