• 한국재료학회지
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• 제8권11호
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• pp.1061-1066
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• 1998

본 연구는 붕소이온 분리를 위하여 4-Vinylpyridine-divinylbenzene(이하 4-VP-DVB라 칭함) 음이온 교환수지를 합성하고, polyethylene(이하 PE라 칭함)을 지지체로 사용하여 불균질계 음이온교환막을 제조하였다. 또한 그들의 구조와 기계적 성질 및 전기화학적 특성ㅇ르 FT-IR, conductometer와 pH meter 등의 기기로 측정하였으며, 유속과 전압의 변화에 따른 막의 성능을 평가하였다. 막의 분리성능은 PE 지지체 내에 4VP-DVB 이온교환 수지의 함량이 50wt%인 불균질막이 가장 우수하였으며, 산처리한 막이 수처리한 막의 그것보다 우수하였다. 막을 이용한 전기투석 실험에서 붕소이온 분리시 최적유속, 전압 및 시간은 각각 10mol/min, 18volt, 4시간이었다.

• Composites Research
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• 제28권2호
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• pp.70-74
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• 2015

본 논문에서는 탄소나노튜브(CNT)와 마이크로 글래스 버블(GB)을 포함한 폴리아마이드 6(PA6) 복합재의 열전 특성을 다뤘다. 복합재에 포함된 GB은 복합재 내에서 큰 공간을 차지하게 되는데, 이때 CNT는 GB가 없는 공간으로 밀려나면서 고밀도로 격리된(segregated) 네트워크를 형성한다. CNT의 분산을 위해, 소니케이션(Sonicatoin)으로 CNT를 분산시킨 PA6, 포름산 용액을 증류수를 이용하여 응고시킨 후 압축성형하여 복합재 판을 제조하였다. 복합재 판의 열전성능을 평가하기 위해서 열전도도, 전기전도도, 제벡계수(Seebeck coefficient) 등을 측정하였고, 최고 0.016의 성능지수를 얻었다.

• 열처리공학회지
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• 제27권4호
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• pp.169-174
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• 2014

The effect of varying amounts of graphite and $TiB_2$ on the electrical conductivity of composite bipolar plates was systematically studied. In this study, Titanium diboride ($TiB_2$) which has a high electrical conductivity, was selected as a filler and a additive material instead of conventional graphite. For proper distribution of the filler and matrix materials, ball milling using alumina balls was conducted for 1h, and then the hot press method was applied for the preparation of composite samples. The results showed a rapid increase in the electrical conductivity of composite bipolar plates at the critical filler content. However, $TiB_2$ and graphite composite bipolar plates showed similar increases in the electrical conductivity even though $TiB_2$ has a higher electrical conductivity than graphite. In addition, it was also found that a small addition of $TiB_2$ to graphite filler could be very effective for increasing the electrical conductivity and flexural strength of the composite bipolar plate.

• Smart Structures and Systems
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• 제26권4호
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• pp.507-520
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• 2020

In order to achieve effective corrosion monitoring of buried metal pipelines, a Novel nondestructive Testing (NDT) methodology using ultra-long (250 mm) Polymer Optical Fiber (POF) sensors coated with the Fe-C alloy film is proposed in this study. The theoretical principle is investigated to clarify the monitoring mechanism of this method, and the detailed fabrication process of this novel POF sensor is presented. To validate the feasibility of this novel POF sensor, exploratory research of the proposed method was performed using simulated corrosion tests. For simplicity, the geometric shape of the buried pipeline was simulated as a round hot-rolled plain steel bar. A thin nickel layer was applied as the inner plated layer, and the Fe-C alloy film was coated using an electroless plating technique to precisely control the thickness of the alloy film. In the end, systematic sensitivity analysis on corrosion severity was further performed with experimental studies on three sensors fabricated with different metal layer thicknesses of 25 ㎛, 30 ㎛ and 35 ㎛. The experimental observation demonstrated that the sensor coated with 25 ㎛ Fe-C alloy film presented the highest effectiveness with the corrosion sensitivity of 0.3364 mV/g at Δm = 9.32 × 10^-4 g in Stage I and 0.0121 mV/g in Stage III. The research findings indicate that the detection accuracy of the novel POF sensor proposed in this study is satisfying. Moreover, the simple fabrication of the high-sensitivity sensor makes it cost-effective and suitable for the on-site corrosion monitoring of buried metal pipelines.

• 폴리머
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• 제35권2호
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• pp.136-140
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• 2011

니트릴 가교 과불소고무와 과산화물 가교 과불소고무의 내플라즈마 특성을 평가하기 위해 고온상태에서 $NF_3$, $O_2$ 리모트 플라즈마에 노출된 과불소 고무 재질의 오링(O-ring)에 대해 각각의 무게 손실 및 표면 특성을 확인하였다. 이를 위해 컴파운드는 반도체 및 LCD 생산라인에서 적용되고 있는 오링/씰 제조를 위한 전형적인 처방에 맞춰 설계하고 오픈 롤을 사용하여 혼련작업을 실시하였으며, 이후 열프레스로 작업한 후 오븐을 이용한 후가교 공정을 거쳐 최종 오링 형태로 제조하였다. 가교된 과불소고무 오링을 고온 플라즈마 환경에 노출시킨 후 무게 감량 및 표면 특성 변화를 전자 저울 및 주사전자현미경을 사용해 관찰하였다. 그 결과, 과불소고무의 가교타입, 필러 시스템, 플라즈마의 종류에 따라 무게 손실과 표면 상태의 변화가 상당한 수준으로 발생되는 것을 확인하였다.

• 폴리머
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• 제38권5호
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• pp.645-649
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• 2014

사출성형품의 잔류응력 형성의 원인은 사출성형공정 중 재료가 받는 높은 온도변화와 전단응력이다. 케미컬 크랙킹 테스트는 잔류응력을 측정하는 방법 중의 하나이며 크랙은 잔류응력의 크기에 따라 형성된다. 본 연구에서는 시편이 받고있는 응력과 케미컬 크랙킹과의 관계를 연구하였다. 변형지그를 설계하고 이를 이용하여 시편에 변형을 주어 응력을 가하였다. 시편은 폴리카보네이트를 이용하여 핫 프레스로 제작하였고 시편의 제작 중에 형성된 잔류응력을 제거하기 위해 어닐링을 하였다. 시편을 변형지그에 고정시키고 시편에 크랙을 유도하기 위해 이를 솔벤트에 담궜다. 솔벤트는 tetrahydrofuran과 methyl alcohol을 이용하여 제조하였다. 시편에서 변형에 따라 응력이 증가할수록 크랙의 빈도수와 밀도가 증가하였다. 본 연구의 결과는 케미컬 크랙킹 방법으로 폴리카보네이트 사출성형품의 잔류응력을 정량적으로 측정하는데 활용될 수 있다.

• 소성∙가공
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• 제27권1호
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• pp.48-53
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• 2018

Aluminum nitride (AlN) is used by the semiconductor industry that has requirements for high thermal conductivity. The theoretical thermal conductivity of single crystal AlN is 320W/mK. Whereas, the values measured for polycrystalline AlN ceramics range from 20 W/mK to 280 W/mK. The variability is strongly dependent upon the purity of the starting materials and non-uniform dispersibility of the sintering additive. The conventional AlN sintering additive used yttria ($Y_2O_3$), but the dispersibility of the powder in the mixing process was important. In this study, we investigated the mechanical and thermal conductivity of yttrium nitrate ($Y(NO_3)_3{\cdot}6H_2O$), as a sintering additive in order to improve the dispersibility of $Y_2O_3$. The sintering additives content was in the range of 2 to 4.5wt.%. The density of AlN gradually increased with increasing contents of sintering additive and the flexural strength gradually increased as well. The flexural strength of the sintered body containing 4 wt% of $Y_2O_3$ and $Y(NO_3)_3{\cdot}6H_2O$ was 334.1 MPa and 378.2 MPa, respectively. The thermal conductivities were 189.7W/mK and 209.4W/mK, respectively. In the case of hardness, there was only a slight difference and the average value was about 10 GPa. Therefore, densification, density and strength values were found to be proportional to its content. It was confirmed that AlN using $Y(NO_3)_3{\cdot}6H_2O$ displayed relatively higher thermal conductivity and mechanical properties than the $Y_2O_3$.

• Journal of the Korean Wood Science and Technology
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• 제36권2호
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• pp.46-55
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• 2008

This study assesses the formaldehyde and TVOC emissions from bio-composites with attached fancy veneer manufactured using wood flour and polypropylene (PP) measured using the Field and Laboratory Emission Cell (FLEC) method and 20 L small chamber method. To determine and compare the effects of the adhesive, samples were prepared with different manufacturing methods. In the FLEC result, the formaldehyde emission level of the bio-composites with attached veneer by hot-press was the lowest than pure bio-composite and bio-composite attached veneer using adhesive. The TVOC emission levels are similar to the formaldehyde emission. The TVOC emission level is very low in all of the samples except fancy veneer that is attached with bio-composites using adhesive. The TVOC emission varies depending on how attaching fancy veneer. The results of the 20 L small chamber method were very similar to those obtained with the FLEC, but the correlation was not perfect. However, the FLEC method requires a shorter time than the 20 L small chamber method to measure the formaldehyde and TVOC emissions. The internal bonding strength exceeded the minimum value of $0.4N/mm^2$ specified by the KS standard. All of the bio-composites with attached veneer satisfied the KS standard.

• Journal of the Korean Wood Science and Technology
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• 제36권2호
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• pp.39-45
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• 2008

Formaldehyde and volatile organic compounds (VOCs) are emitted from wood-based panels that have been made using wood particles, wood fiber, wood chips, formaldehyde-based resins and so on. In this study, we examined formaldehyde and total VOCs (TVOC) emission behaviors for plywood overlaid with water-soluble phenolic resin impregnated linerboard (PL), and two kinds of surface materials (decorative veneer and pre-impregnated finishing foil) that were adhered onto the PL that named DPL and PPL. EVA (ethyl vinyl acetate) was used to overlay the decorative veneer and pre-impregnated finishing foil on the plywood with water-soluble phenolic resin impregnated linerboard by a hot press instrument. The debonding test and accelerated aging test were conducted to assess their mechanical properties. Formaldehyde and TVOC emission concentrations were measured using the FLEC method and a VOC Analyzer, respectively. The debonding test results of PL, DPL and PPL were 1.2, 1.5, and $0.5N/mm^2$, respectively. The surface appearance of the samples were not changed after the accelerated aging test. The PL and DPL exhibited reduced formaldehyde and TVOC emission levels, respectively. In the case of PPL, the VOC value was relatively higher than those of PL and DPL.

• Structural Engineering and Mechanics
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• 제53권2호
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• pp.311-324
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• 2015

The purpose of this study was to investigate experimentally the fatigue performance of reinforced concrete (RC) beams with hot-rolled ribbed fine-grained steel bars of yielding strength 500MPa (HRBF500). Three rectangular and three T-section RC beams with HRBF500 bars were constructed and tested under static and constant-amplitude cyclic loading. Prior to the application of repeated loading, all beams were initially cracked under static loading. The major test variables were the steel ratio, cross-sectional shape and stress range. The stress evolution of HRBF500 bars, the information about crack growth and the deflection developments of test beams were presented and analyzed. Rapid increases in deflections and tension steel stress occured in the early stages of fatigue loading, and were followed by a relatively stable period. Test results indicate that, the concrete beams reinforced with appropriate amount of HRBF500 bars can survive 2.5 million cycles of constant-amplitude cyclic loading with no apparent signs of damage, on condition that the initial extreme tensile stress in HRBF500 steel bars was controlled less than 150 MPa. It was also found that, the initial extreme tension steel stress, stress range, and steel ratio were the main factors that affected the fatigue properties of RC beams with HRBF500 bars, whose effects on fatigue properties were fully discussed in this paper, while the cross-sectional shape had no significant influence in fatigue properties. The results provide important guidance for the fatigue design of concrete beams reinforced with HRBF500 steel bars.