• 제목/요약/키워드: 저항성평가

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Fabrication of Photosensitive Polymer Resistor Paste and Formation of Finely-Patterned Thick Film Resistors (감광성 폴리머 저항 페이스트 제조와 미세패턴 후막저항의 형성)

  • Kim, Dong-Kook;Park, Seong-Dae;Yoo, Myong-Jae;Sim, Sung-Hoon;Kyoung, Jin-Bum
    • Applied Chemistry for Engineering
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    • v.20 no.6
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    • pp.622-627
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    • 2009
  • Using an alkali-solution developable photosensitive resin and a carbon black as a conductive filler, photo-patternable pastes for polymer thick film resistor were fabricated and evaluated. A photo solder resist (PSR), which is usually used as protecting layer of printed circuit board (PCB), was used as a photosensitive resin so that ultraviolet exposure and alkali-aqueous solution development of paste were possible. After fabricating the photosensitive polymer resistor paste, the electrical properties of thick film resistors were measured using PCB test boards. Sheet resistance was decreased with increasing amount of carbon black, but the developability was limited in excess loading of carbon black. The sheet resistance was also reduced by re-curing and the change rate was smaller in higher carbon black loading. Moreover, finely patterned meander-type thick film resistors were fabricated using photo-process and large resistance up to several tens of sheet resistance could be obtained in small area by this technique.

Evaluation of Compressive Strength and Freeze-thaw Resistance Properties of Concrete using Superabsorbent Polymer (고 흡수성 폴리머를 혼입한 콘크리트의 압축 강도 및 동결융해 저항성 평가)

  • Kim, Il-Sun;Choi, So-Yeong;Yang, Eun-Ik
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.24 no.5
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    • pp.86-94
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    • 2020
  • When the Superabsorbent Polymer (SAP) is added into concrete, the slump decreases rapidly, deteriorating the workability, the internal curing effect can be obtained through the water absorption and discharge process, and the internal voids of the concrete are increased. In this study, the effects of internal curing and voids were evaluated by evaluating the compressive strength, freeze-thaw resistance, and chloride penetration resistance of SAP-adding concrete that secured workability using a water reducing agent. Also, the internal curing effect of SAP was evaluated by dividing the curing conditions of concrete into water curing and sealed curing. From the result, as the SAP adding ratio increased, the amount of water reducing agent increased, and as for the compressive strength, the SAP adding ratio of 1.5% showed the greatest compressive strength. In particular, in the case of sealed curing showed higher compressive strength than the water curing. It is considered that the compressive strength increased due to the reduction of the effective water-cement ratio and the internal curing effect. Adding 1.0~1.5% of SAP improved the freeze-thaw resistance similar to the case of adding the AE agent, and the addition of more than 1.0% of SAP improved the chloride penetration resistance. The optimal adding ratio of SAP is 1.5%, and the adding ratio of 2.0% or more adversely affects the compressive strength and freeze-thaw resistance.

A Comparative Study on Skid Resistance Performance Evaluation Methods for Maintenance of Skid Resistance Pavement (미끄럼방지포장 유지관리를 위한 미끄럼저항 성능평가방법 비교 연구)

  • Hyun-Woo Cho;Sang-Kyun Noh;Bong-Chun Lee;Yoon-Seok Chung
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.27 no.6
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    • pp.79-85
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    • 2023
  • Skid resistance pavement is an accessory to the road and is a facility for the safe driving of cars by increasing the skid resistance of road pavement. In particular, in bad weather conditions such as snow, rain, and black ice, the skid resistance performance of skid resistance pavement greatly affects the safety of road traffic and drivers. However, BPT(British Pendulum Tester) has a test area of only 0.009 m2, making it difficult to represent the overall packaging surface. A reliable method of evaluating slip resistance performance is needed for maintaining non-slip packaging. In this study, the conventional BPT test and the skid resistance performance evaluation method of the PFT(Pavement Friction Tester) and µGT(Micro Grip Tester) tests were compared through guidelines and standard investigations and applied to the field skid resistance performance evaluation. In addition, skid resistance pavement with different skid resistance performance was installed at the test-bed and actual road demonstration sites to compare BPN(British Pendulum Number), SN(Skid Number), GN(Grip Number), and to derive correlations for each performance evaluation method. As a result of the experiment, SN and GN showed similar skid resistance performance, and the GN value was derived similar to BPN × 0.01.

Establishment of Failure Criteria of Repeated Direct Tensile Test to Evaluate Reflective Cracking Resistance of Asphalt Concrete Pavement (아스팔트 콘크리트 포장의 반사균열 저항성 평가를 위한 반복직접인장시험의 파괴기준 설정)

  • Lee, Bong Lim;Kim, Nakseok
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.36 no.6
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    • pp.1109-1116
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    • 2016
  • There are various test methods for evaluating the reflective cracking resistance of asphalt concrete pavement. Repeated direct tensile test is cheap and simple compared to the other traditional experimental methods. Determination of failure criteria is needed to apply a repeated direct tensile test. Various methods were used to determine the number of failure of repeated direct tensile test. The number of failure was defined as the time to reach 10% of the initial load, this method can be satisfied with specified tolerance of 10%. When the thickness of specimen is increased to 50 mm from 30 mm, the failure number is increased by 13.6 times. Thus, this result shows that the thickness of pavement is a big influence on the reflective cracking resistance. Reflective cracking resistance of asphalt concrete is decreased according to the increase in opening displacement. The repeated direct tensile test can be used as a reflective cracking resistance factor in pavement design, because it can evaluate the reflective cracking resistance according to the pavement thickness, opening displacement, material properties etc.

Analysis of Geophysical and Geotechnical SPT Data for the Safety Evaluation of Fill Dam (필댐 안정성 평가를 위한 물리탐사와 SPT 자료의 분석)

  • Oh, Seok-hoon;Sun, Chang-Guk
    • Journal of the Korean Geophysical Society
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    • v.7 no.3
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    • pp.171-183
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    • 2004
  • Electrical resistivity survey is widely used to investigate the stability of center-core type fill dam against the seepage phenomenon. In this study, we analyze the resistivity information obtained on a earth fill dam and compare it with the geotechnical SPT result. The analysis shows that the zones showing low resistivity value generally have low N value. However, some zones with high resistivity pattern do not accompany the increase of N value, and even showing low N value. These results imply that the direct identification of resistivity value to the real status of the core material of fill dam is impossible, and a highly resistive zone may be in serious status due to the effect increasing the resistivity value by the piping condition. Therefore, multiple exploration should be planned to reduce the uncertainty in application of geophysical methods to dam safety evaluation.

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The Impact of User Perception on Usage Intention - Focusing on the Moderating Role of Attitude of Acceptance and Resistance - (기술제품에 대한 사용자 지각이 사용의도에 미치는 영향 - 수용적 태도와 저항의 매개적 역할을 중심으로 -)

  • Kim, Hyeon-Gyeong
    • Proceedings of the Korea Society for Industrial Systems Conference
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    • 2008.10b
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    • pp.278-285
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    • 2008
  • 기술발전에 따른 혁신제품 및 서비스에 대한 연구는 유용성과 편의성을 중심으로 그 수용 및 저항을 서로 다른 관점에서 보아왔다. 그러나 소비자 혹은 사용자들이 느끼는 혁신제품 및 서비스에 대한 태도와 평가는 수용하려는 측면과 저항하려는 측면이 동시에 작용하며 그 결과로서 사용의도 혹은 구매의도가 결정된다고 볼 수 있다. 이에 본 연구는 혁신제품 혹은 서비스가 갖는 다양한 속성을 기술수용모형(TAM: Technology Acceptance Model) 에서의 지각된 유용성(Perceived Usefulness) 과 지각된 편의성 (Perceived Ease of Use) 개념을 사용자 지각에 기초하여 상대적 이점, 유용성, 편의성, 기술혁신성, 사용법의 변화 인식, 위험지각 등으로 구체화하고 각각의 개념이 수용적 태도와 저항에 미치는 영향을 분석하였다. 아울러 수용적 태도와 저항이 사용의도에 미치는 영향력을 동시에 분석 및 비교하였다. 연구에서 얻어진 결과를 중심으로 혁신제품에 대한 소비자 중심의 관리적 시사점도 제시하였다.

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ZnO 박막의 차세대 저항 메모리 특성 연구

  • Lee, Seung-Hyeop;Yong, Gi-Jung
    • Proceedings of the Korean Vacuum Society Conference
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    • 2011.02a
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    • pp.70-70
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    • 2011
  • 차세대 저항 메모리로 활용 가능한 ZnO 박막의 저항 변화 특성을 평가하였다. ZnO 박막은 Pt/Ti/SiO2/Si 기판 위에 스퍼터링 시스템을 이용하여 약 50nm 두께로 증착되었다. 증착된 박막에 전극을 evaporator를 이용하여 패턴닝 함으로써 전극-반도체-전극 구조의 소자를 만들고 전기적 특성을 평가하였다. 비교적 높은 compliance current (이하Icomp)를 설정한 경우 unipolar 저항 변화특성을 나타낸 데 비해 비교적 낮은 Icomp를 설정한 경우 bipolar 저항 변화특성을 나타내었다. 두 서로 다른 저항 변화 특성은 100cycle 이상 안정적으로 재현성 있게 나타났으며 이때의 저항비는 약 $10^3$ 정도를 나타냈다. 본 결과를 바탕으로 필라멘트 이론에 기초한 저항 변화 메커니즘을 설명하는 모델이 제시되었다.

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Structural-Health Evaluation for Core Zones of Fill Dams in Korea using Electrical Resistivity Survey and No Water Boring Method (전기비저항 탐사와 무수보링을 이용한 국내 필 댐 코어존의 건전성 평가)

  • Lee, Sangjong;Lim, Heuidae;Park, Dongsoon
    • Journal of the Korean GEO-environmental Society
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    • v.16 no.8
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    • pp.21-35
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    • 2015
  • Electrical resistivity survey (2D and 3D) were employed for detection of possible weak zone of core zones of three central core earth-rockfill dams in Korea. In the 2D results, the core zones is lower resistivity zone with less than $50{\sim}400ohm{\cdot}m$, and the basement is relatively higher resistivity zone with over $1,000ohm{\cdot}m$. In the 3D results, especially, the weak zone with under $100ohm{\cdot}m$ was detected spatial distribution area in the dam. We also drilled boreholes to collect soil samples of core zones of each dam. Water was not used during boring, because water for rotary wash boring could cause structural damages in earth dams. We found that the soil samples of core zones from all of the boreholes correspond to CL (USCS), but we also found that the fluidized or water-saturated soil samples were found in lower resistivity zones. Therefore, the electrical resistivity survey and drilling method without water are a quick and efficient method for structural-health evaluation which is detection of possible weak zones in earth core rockfill dams.

Characterization of Porous Asphalt Concrete Coated with MMA Resin (아크릴 수지로 코팅한 배수성 아스팔트 콘크리트의 특성 평가)

  • Choi, Tae-Jun;Lee, Hyun-Jong;Kim, Tae-Woo;Song, Jae-Hyok
    • International Journal of Highway Engineering
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    • v.11 no.2
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    • pp.111-120
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    • 2009
  • This paper presents a fundamental findings of the functional and structural performance of the porous asphalt concrete coated with MMA resin. To evaluate the structural performance, cantabro, wheel tracking, moisture sensitivity and indirect tensile fatigue tests are performed. The tests results show that the cantabro loss is reduced three times and fatigue resistance is significantly increased after the specimens are coated with MMA resin. However there are little changes in the rutting and moisture damage resistances before and after the coating. Air voids, permeability and BPT(British Pendulum Test) tests are conducted to study the functional performance. It is observed form the tests that the air voids and permeability are slightly decreased after the coating. However, the changes in the air voids and permeability are negligible. The skid resistance of the coated specimens is lower than reference specimens. However, the skid resistance is maintained beyond the level of the reference specimens when silica sands are chipped on top of the coated surface.

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a-IGZO 박막을 적용한 저항메모리소자의 단 극성 스위칭 특성 평가

  • Gang, Yun-Hui;Mun, Gyeong-Ju;Lee, Tae-Il;Myeong, Jae-Min
    • Proceedings of the Materials Research Society of Korea Conference
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    • 2012.05a
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    • pp.78.1-78.1
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    • 2012
  • 비 휘발성 저항 메모리소자인 resistance random access memory (ReRAM)는 빠른 동작특성과 저 전압 특성을 나타내고 비교적 간단한 소자구조로 고집적화에 유리하여 기존의 DRAM과 flash 메모리, SRAM 등이 갖고 있는 한계를 극복할 수 있는 차세대 메모리소자로써 각광받고 있다. 현재, 이성분계 산화물, 페로브스카이트 산화물, 고체 전해질 물질, 유기재료 등을 응용한 저항 메모리소자에 대한 연구가 활발히 진행되고 있다. 그 중 ZnO 를 기반으로 하는 amorphous InGaZnO (a-IGZO) 박막은 저온에서 대면적 증착이 가능하며 다른 비정질 재료에 비해 높은 전하 이동도를 갖기 때문에 박막트랜지스터 적용 시 우수한 전기적 특성을 나타낸다. 또한 빠른 동작특성과 높은 저항 변화율을 보이기 때문에 ReRAM에 응용 가능한 재료로써 기대되고 있다. 본 연구에서는 MOM(metal/oxide/metal) 구조를 기반한 TiN/a-IGZO/ITO 구조의 소자를 제작하여 저항 메모리 특성을 평가하였다. IGZO 박막은 radio frequency (RF) sputter 를 이용하여 ITO/glass 기판 위에 증착하였다. MOM 구조를 위한 상부 TiN 전극은 e-beam evaporation 을 이용하여 증착하였다. 제작된 저항 메모리소자는 안정적인 unipolar resistive switching 특성을 나타내었으며, TiN 상부전극과 IGZO 계면 간의 Transmission Electron Microscopy (TEM) 분석을 통해 전압 인가 후 전극 금속 물질의 박막 내 삽입으로 인한 금속 필라멘트의 형성을 관찰 할 수 있었다. 합성된 박막의 형태와 결정성은 Scanning electron microscope (SEM)와 X-ray Diffraction (XRD)을 통해 평가 하였으며, 제작된 소자의 전기적 특성은 HP-4145 를 이용하여 측정하고 비교 분석하였다.

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