• 전기의세계
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• v.25 no.6
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• pp.31-35
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• 1976

절연저항유도율 및 손실 절연파괴강도등의 정확한 과학적인 이해없이는 절연재료의 비약적인 발전은 있을 수 없다. 고전적인 물리학에서는 불가능했던 이 이해가 양자역학에 의거한 근대물성론에 의해 가능해졌고 물질의 성질을 그 구성원자의 종류와 배열에서 이론적으로 도출할 수 있게 되었다. 금후, 전기재료의 사용개발에 관여하는 기술자는 반드시 이와 같은 새로운 원자이론적인 방법을 master하지 않으면 안된다. 앞으로의 이 해설이 절연물의 전기적 성질을 매개로서 다소나마 새로운 원자론적인 사색법의 보급에 유익하게 되면 하는 것이 필자가 바라는 의도인 것이다.

• Proceedings of the Korea Concrete Institute Conference
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• 2000.10a
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• pp.828-835
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• 2000

In recent years, RC structures need reinforcement due to physical and chemical deterioration, reduction of serviceability and structural capacity. For reinforcement of RC structures, steel plate attachment, area increase and composite fiber sheet attachment methods are used, but there are some problems like weight increase, workability, quality control and fire resistance capacity. This study presents the effectiveness of flexural reinforcement of RC beams using composite rods that are inserted in high strength special purposed polymer mortar.

• Proceedings of the Korean Institute of Navigation and Port Research Conference
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• 2013.10a
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• pp.247-249
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• 2013

열화한 철근콘크리트 구조물에 대하여 성능회복을 위하여 전기화학적 방식, 단면복구공법, 균열보수공법, 표면마감공법 등이 상용되고 있다. 본 연구에서는 단면복구공법의 적용과 성능예측을 위한 해석 모델의 입력값으로 사용될 보강철근과 단면복구재의 부착특성을 평가하기 위하여 철근인발실험을 실시하였다. 폴리머시멘트몰탈이 사용되었으며 부착요소의 강성과 강도를 구하여 비선형 해석을 실시하여 상당한 정확도의 예측값을 도출하였다.

• Proceedings of the KWS Conference
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• 2004.05a
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• pp.220-222
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• 2004

최근 기술 발달에 따른 레이저 용접장비의 고출력화로 후판 용접이 가능해짐에 따라 레이저 용접의 산업적용이 확대되어지고 있다. 레이저 용접은 또 다른 고밀도 고에너지 용접법인 전자빔 용접과는 달리 대기 중 작업이 가능하며, 정밀한 용접과 더불어 재질열화를 최소화 할수 있는 등의 장점을 가지고 있다. (중략)

• Proceedings of the Korea Technical Association of the Pulp and Paper Industry Conference
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• 2011.10a
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• pp.359-364
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• 2011

• Journal of Sensor Science and Technology
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• v.9 no.6
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• pp.404-415
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• 2000

This paper describes several performances and nondestructive inspection for deterioration due to forest fires in overhead transmission lines. After discussing corrosion mechanism such as atmospheric and galvanic corrosion for aged ACSR conductors and its detection for them are presented. Through impedance analysis of a solenoid coil, it is shown that the eddy current sensor may be available to inspect severe fault or local corrosion. As the solenoid coil changes its impedance when the test conductor is inserted into the coil, it can be possible to measure deterioration degree caused by forest fires. Tensile strength, extension rate and sensor impedance are tested for some samples degraded by artificial fire. As increasing blazed period to some extent, the strength of aluminum strand begins to be reduced remarkably, while galvanized steel strand holds the similar strength to the initial value, despite of appearing a little loss of zinc layer. In general, it is shown that the sensor impedance would be increased while the tension load of conductor is reduced and the extension rate is contrarily increased. Therefore, the sensor output could exhibit the changes of mechanical performances, and would be used to detect such deterioration caused by forest fire in ACSR conductors built on the ridge of mountains. Finally, it was verified that the solenoid coil could be applicable to obtain any crucial inform for serious deterioration due to forest fires.

• Journal of the Korean Society of Hazard Mitigation
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• v.9 no.5
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• pp.31-38
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• 2009

The primary objective of this study was to estimate the deterioration degree of jointed concrete pavement which was major concrete pavement type in Korea. First of all, visual survey of concrete pavement was performed to observe deterioration types. In the result of visual survey, the majority of concrete pavement deterioration was investigated in joint area. It is appeared that most of the distresses are durability cracking and joint distress. Second, concrete core specimens were taken from eight locations including good section (4 locations) and bad section (4 locations) based on visual survey. The deterioration reasons of concrete pavement were analyzed with ultrasonic pulse velocity test, splitting tensile strength test, and image analysis for concrete core specimens. Among the image analysis test result for 21 concrete core specimens, only two specimens satisfied the Kansas DOT criteria of spacing factor, $250\;{\mu}m$, and the remains of 19 specimens were estimated to be above $250\;{\mu}m$. The durability factor of concrete was estimated very low. As a result, it was analyzed that the main deterioration reason of the deteriorated jointed concrete pavement was to be freezing and thawing damages.

• Composites Research
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• v.21 no.2
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• pp.8-14
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• 2008

Decrease of strength in composite material is generally caused by water absorption. It makes fracture of material, and loss of money or human lives. The objective of this study is to investigate the causes of decrease in strength by water absorption. Mechanism of water absorption was supposed as three steps. This mechanism is consisted of absorption into resin, absorption between resin and surface treatment agent, and delamination between fiber and resin. Conditions of test were supplied differently; kinds of fiber and resin, immersion time etc. Both of reversible reaction and irreversible reaction occurred simultaneously. Most of decrease in strength was finished at 2.5% water absorption, and the strength was recovered. At 4% water absorption, most of decrease was caused by irreversible reaction, therefore, there was a tendency not to be recovered in strength.

• Journal of dental hygiene science
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• v.17 no.4
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• pp.358-367
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• 2017

The purpose of this study was to evaluate the influence of water infiltration and flexural strength changes in dental porcelain with glazing treatment. The block specimens were prepared as experimental materials, using feldspar type commercial dental porcelain; then, these were fired at $940^{\circ}C$ for 1 minute. The fired specimens were polished with a dimension of $40{\times}5.5{\times}5mm$. The specimens were distributed to two experimental groups: with and without glazing treatment specimens (n=5), and they were immersed in a solution of pH 7 for 3, 7, and 20 days at $40^{\circ}C$ after fabrication. To evaluate the flexural strength changes with water infiltration treatment in specimens with and without glazing, the 3-point flexural test was performed, using a universal testing machine until failure occurred. Starting powder and fired specimens consisted of amorphous and leucite crystalline phase. The Vickers hardness of fired specimens was more than 1.6 times higher than that of the enamel of natural teeth. According to porosimeter results, the specimens without glazing treatment exhibited a porosity of about 14.7%, whereas the glazed specimens exhibited the lowest porosity at about 1.1%. The average flexural strength of glazed specimens was higher than the flexural strength of specimens without glazing treatment (p<0.05). The flexural strength of all specimens with and without glazing treatment deteriorated with accelerated aging in the solution. In addition, significant differences between these two treatment groups were observed in all of the specimens treated at various water infiltration periods (p<0.05). The exposure of internal pores and micro-cracks in the surface due to polishing of the fired specimens influenced mechanical behaviors. Especially, the flexural strength in specimens without glazing treatment has shown significant degradation with the infiltration of water. Therefore, this study suggests that glazing processes can improve mechanical properties of dental porcelain.

• Proceedings of the Korean Society of Tribologists and Lubrication Engineers Conference
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• 1993.04a
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• pp.59-62
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• 1993

고품위의 동력전달 장치와 같은 고정밀 기능 부품들은 보다 높은 비강도, 고경도, 내마모성 및 내식성을 가져야 하며, 특히 소재의 마찰, 마모 특성은 기아제품 등의 수명, 정밀도 및 에너지 손실을 좌우하는 것으로서 물성의 열화를 극복할 수 있는 소재의 개발이 요구되고 있다. 지난 수년동안 금속기지에 $Al_2O_3$나 SiC등의 보강재를 첨가하여 복합재의 응착 및 연삭마모에 대한 저항성을 향상시키는 시도를 하고 있다. 주로 제조비용이 낮고 거의 등방적인 성질을 가지며 가공성이 좋은 입자 보강 복합재료에 대한 연구가 지배적이었지만, 입자 보강 복합재료의 경우 강도 및 탄성계수의 향상 정도가 적다는 단점을 지니고 있다. 본 연구에서는 분말야금법을 이용하여 금속기지에 세라믹상으로 SiC 입자 및 휘스커가 첨가된 복합재를 제조하여 제조공정변수에 따라 마모거동을 pin-on-disk 형태의 마모시험기에서 실험하였으며, 주사전자현미경으로 마모표면관찰 등으로 복합재의 마모기구를 연구하였다.