• Proceedings of the Materials Research Society of Korea Conference
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• 2009.11a
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• pp.45.2-45.2
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• 2009

무가압 소결과 분말 야금법을 통하여 금속-세라믹 복합체를 제작하였다. 사용된 각각의 분말은 니켈과 알루미나가 사용되었으며 60wt% Ni을 제조하였다. 60wt% Ni은 본 연구의 선행 연구에서 가장 밀도가 적고 최적 분산이 이뤄지지 않는 혼합 비율로써 이러한 결과는 복합체를 접합의 중간층으로 사용 시 크랙이 발생하는 등 물리적 특성 저하로 연결되고 있다. 선행 연구에서는 본 조성의 이러한 원인을 마이크로 크기의 분말 사용으로 인해 분산과 밀도 측면에서의 최적화가 이루어지지 않았기 때문으로 분석하였다. 이러한 문제를 해결하기 위하여 나노 분말을 사용하였으며 나노분말의 크기는 소결 구동력을 극대화시키고 분산을 더욱 촉진시켜 이를 가능하게 할 수 있다. 하지만 나노분말의 특성 중 하나인 Agglomeration의 존재는 이러한 나노 분말의 장점을 상쇄시켜 원하는결론에 도달하는 것을 방해한다. 따라서 본 연구에서는 나노 분말의 Agglomeration을 효율적으로 제어함으로써 제작된 샘플의 최적 분산과 밀도를 향상시키고 그 결과를 SEM, TEM 등을 통하여 확인하였다.

• 전기의세계
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• v.33 no.10
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• pp.625-630
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• 1984

압전변압기는 압전효과를 응용한 점화소자와 필터의 중간적인 존재로서 그 두 기능을 합친 것과 같은 특성을 가지며, 전기적 에너지가 기계적 에너지로 변환된 후 다시 전기적 에너지로 환원되는 과정을 통하여 고전압을 얻는 변압기이다. 이러한 변압기는 자속을 응용하는 일반적인 변압기와는 달리, 유전체인 압전세라믹소자의 압전현상과 공진현상을 응용하므로 주파수대역이 좁고 취급되는 전류가 적다는 단점이 있으나, 구조가 간단하고, 제작이 용이하며, 소형이고, 손실이 적은 장점들이 있어서 특히 고전압고전류원을 필요로하는 음극선관, 음이온발생기, 집진기, 전자복사기, 도장기 등에 이용되고 있으며, 최근에는 다른 분야에도 응용이 시도되고 있다. 여기서는 기존의 압전변압기 중에서 가장 많이 쓰이고 있는 Rosen형(또는 transverse형)압전변압기의 구조와 특성들을 간단히 기술하고, 새로운 형태인 적층형 압전변압기에 관하여 소개하고자 한다.

• Proceedings of the KIEE Conference
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• 2007.07a
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• pp.619-620
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• 2007

본 논문에서는 초고압 케이블용 중간접속재의 하나인 프리몰드형 직선접속재의 기본 설계를 바탕으로 당사에서 지난 2006년 네덜란드 KEMA에서 IEC 62067 규격에 맞는 접속재를 개발하여 신뢰성 인증을 받았다. 그 접속재에 저유전율을 갖는 실리콘 고무를 적용했을 때의 전계집중지역의 전계를 완화시키는 방안을 고안하였다. 프리몰드형 직선접속재의 소형화를 위해 고유전율 실리콘 고무와 저유전율 실리콘를 적용하였다. 실제 제품을 생산에 앞서 전계해석 시뮬레이션을 통해 프리몰드형 직선 접속재의 소형화 가능성을 예측해 본다.

• Tunnel and Underground Space
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• v.22 no.1
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• pp.12-21
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• 2012

Although the Mohr-Coulomb and Hoek-Brown failure criteria have been adopted widely in rock mechanics, they neglect the ${\sigma}_2$ effect. The result of true triaxial tests on rock samples, however, reveals that the ${\sigma}_2$ effect on strength of rocks is considerable, so that rock failure criteria taking into account the influence of ${\sigma}_2$ are necessary for the precise stability evaluation of rock structures. In this study, a new nonlinear 3-D failure criterion has been suggested by combining the Hoek-Brown criterion with the smooth octahedral shape function taken from Jiang & Pietruszczak (1988). The performance of the new criterion was assessed by comparing the strength predictions from both the suggested criterion and the corresponding linear 3-D criterion. The resulting fit of the new criterion to the true triaxial test data for six rock types taken from the literature shows that the criterion fits the experimental data very well. Furthermore, for the data sets having data taken in the low ${\sigma}_3$ range, the nonlinear failure criterion works better than the linear criterion.

• Proceedings of the Korea Water Resources Association Conference
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• 2020.06a
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• pp.243-243
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• 2020

본 연구는 장래 유입수질 변화로 해수담수화(Desalination) 역삼투압(Seawater Reverse Osmosis) 공정의 전력비 예측 모델을 개발하고 별도의 해수담수화 추가공정이 필요한지 검토하였다. 플랜트 시설은 한번 설치되면 오랜 기간 운영이 되고, 주요 공정의 시설물 변경이 어려우며, 특히 해수담수화 시설의 경우에는 생활용수 및 공업용수를 수요자에 상시 공급함으로서 중간에 추가 시설물을 증설하거나 변경하기가 쉽지 않다. 따라서 해수담수화 시설의 계획 초기부터 현재의 유입수질 및 장래의 수질 변화를 예측하여 해수담수화 공정을 계획하는 것이 필요하다. 금회 검토는 해수온도 및 염분도 변화를 고려하여 서해에 위치한 대산산업단지 해수담수화 시설의 해수담수화 공정 전력비를 예측하였고, 입력 자료(온도 및 염분도)는 국가해양환경정보통합시스템(MEIS, Marine Environment Information System) 22년 과거자료(1997~2018년)를 이용하였다. 개발된 모형에 적용하여, 해수담수화에 필요한 전력비의 변화를 예측할 수 있으며, 이를 바탕으로 해수담수화 시설물 공정계획을 검토할 수 있었다. 금회 연구에서는 장래 수질변화 예측모형의 결과를 기반으로 해수담수화 시설물 공정을 제시하였다는데 의의가 있다.

• Korean Journal of Air-Conditioning and Refrigeration Engineering
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• v.24 no.7
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• pp.585-590
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• 2012

The objective of this study is to investigate the performance of a two-stage compression heat pump system for district heating. The experimental setup of heat pump consists of compressor, condenser, evaporator, expansion device, intercooler, flash tank, oil separator and accumulator. The experimental evaluations on the two-stage compression cycle were carried out under various operating conditions which were heat source temperature, the degree of compressor inlet superheat, and intermediate pressure. The temperature ranges of unutilized energy as the heat source were used in the test conditions. As the heat source temperature increased from $10^{\circ}C$ to $30^{\circ}C$, the COP and heating capacity of the heat pump system increased by 22.6% and 45.8%, respectively. The performance of the two-stage heat pump system increased by 5.2% with the variation of the intermediate pressure in the same heat source temperature conditions.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.8 no.2
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• pp.99-107
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• 1988

A limited number of cubical triaxial tests with independent control of the three principal stresses were performed on an overconsolidated clay. The cubical undisturbed specimens with overconsolidation ratio of 5 were prepared in triaxial chamber after sampling in field. It was found that the intermediate principal stress influences on the stress-strain, undrained strength effective strength, effective friction angle and pore pressure of the overconsolidated clay. When the magnitude of the intermediate principal stress is not same as the minimum principal stress, the failure strength of the overconsolidated clay is underestimated by use of Mohr-Coulomb failure criterion while it can be estimated quite well by use of Lade failure criterion. And the undrained strength of the overconsolidated clay does not coincide with that obtained by Tresca failure criterion.

• Journal of the Korean Geotechnical Society
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• v.37 no.12
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• pp.33-45
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• 2021

In this study, predictive equations of the normalized shear modulus and the damping ratio curves for loose medium sands reinforced by vinyl strip-cement are proposed. Based on the results of a series of resonant-column tests (Yu, et al., 2018) conducted under the confining stresses of 15, 30, 60 kPa on sand specimens prepared with 40% relative density and reinforced by various contents of vinyl strip (0.0, 0.1, 0.3, 0.4%) and cement (0, 1, 2%), the equations estimating the normalized shear modulus and the damping ratio are proposed as functions of reinforcing conditions and confining stresses. The comparison between predicted and measured values of shear modulus and damping ratio shows a good agreement and the reliability of proposed predictive equations are validated by high R2-value greater than 0.9. Therefore, it is expected that the time and the cost required for constructing the normalized shear modulus and the damping ratio curves will be much reduced by using proposed equations in this study since those can easily be estimated without conducting resonant-column test.

• Proceedings of the KIEE Conference
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• 2008.09a
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• pp.211-213
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• 2008

To detect partial discharge of 154kV joint box, we have made experiment by using the Al-foil electrode sensor. Generally the signals which are detected in partial discharge test of underground power transmission cable are accompanied with both noises of high voltage and noises of surrounding power cable. The most noise in near to end part of joint box is corona, beside other noises flowed from surrounding area. Partial discharge test is difficulty due to these noises. First, we had used Al-Foil sensor on middle joint box of 154[kV] underground transmission power cable, and then analysed reliability of calibration signal by using the Al-Foil electrode sensor of NJB. From above results, decrement properties measured highly. But incase of injecting calibration signal of 500[pC] after measuring signals in IJB, the S/N ratio had about 25[dB] acquisition.

• International Journal of Highway Engineering
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• v.8 no.4 s.30
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• pp.13-24
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• 2006

The stresses in concrete pavement systems are larger when vehicle loads are applied at pavement edges, and these large stresses significantly affect the behavior and performance of pavements. Therefore, in this study, the stress distribution and the critical stresses in concrete pavements were investigated using a finite element model when dual-wheel single-, tandem-, and tridem-axle loads were applied at pavement edges. First, the stress distribution along the longitudinal and transverse directions was analyzed, and then the effects of slab thickness, concrete elastic modulus, and foundation stiffness on the stress distribution were investigated. The effect of the tire contact pressure related to the tire print area was also studied. The location of the critical stress occurrence in concrete pavements was finally investigated. From this study, it was found that the critical concrete stress due to edge loads became larger as the concrete elastic modulus increased, the slab thickness increased, and the foundation stiffness decreased. The effect of the tire contact pressure on the critical stress was clear as the slab thickness became smaller. The critical stress location in the transverse direction was independent of the concrete elastic modulus and the foundation stiffness; however, it moved into the interior as the slab thickness increased. The critical stress location in the longitudinal direction was under the axle for single- and tandem-axle loads, but for tridem-axle loads, it tended to move under the middle axle from the outer axles as the concrete elastic modulus and/or slab thickness increased and the foundation stiffness decreased.