• 대한치과보철학회지
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• 제38권2호
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• pp.226-241
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• 2000

Recently a new generation of crown and bridge veneering resins containing submicron glass fillers was introduced. These ultrasmall particle hybrid composite materials distinguish themselves, compared with conventional microfill crown and bridge resins, through improved mechanical properties. It is claimed that these composites are suitable for metal free crowns and even bridges using fiber reinforcement. The purpose of this study was to evaluate the effect of thermal cycling on the tensile strength of the following veneering composites: Artglass(Heraeus Kulzer Co., Wehrheim, Germany), Estonia(Kuraray Co.. Japan), Sculpture(Jeneric Pentron Co., Wallingford, U.S.A.), and Targis(Ivoclar Co., Schaan Liechenstein). According to manufacturer's instructions, rectangular tensile test specimens measuring $1.5{\times}2.0{\times}4.5mm$ were made using a teflon mold. Whole specimens were divided into two groups. One group was dried in a desiccator at $25^{\circ}C$ for 10 days, and another group was subjected to thermal cycling($10,000{\times}$) in water($5/55^{\circ}C$). All test specimens were placed in a universal testing machine and loaded until fracture with a crosshead speed of 0.5mm/min. Weibull analysis and Tukey's test were used to analyze the data. The fracture surfaces of specimens were observed in SEM and the aliphatic C=C absorbance peak of Estenia and Targis resin was analyzed using Fourier transform infrared(FTIR) spectroscopy. Within the limitations imposed in this study, the following conclusions can be drawn: 1. Both in drying condition and thermal cycling condition, the highest tensile strength was observed in Estenia testing group(p<0.05). 2. The strength data were at to single-mode Weibull distribution, and the Weibull modulus of all veneering composite resin specimens increased after thermal cycling treatment. 3. After thermal cycling test, the highest tensile strength was observed in the Estenia group, and the lowest value was observed in the Targis group. The tensile strength values showed the significant differences between each group(p<0.05) 4. The aliphatic C=C absorbance peak of Estonia and Targis resin was decreased after light curing, and there was no distinct change after thermal cycling.

• Smart Structures and Systems
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• 제17권4호
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• pp.593-610
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• 2016

In this study, an innovative and smart glass fiber-reinforced polymer (GFRP) hybrid bar was developed for stronger durability of concrete structures. As comparing with the conventional GFRP bar, the smart GFRP Hybrid bar can promise to enhance the modulus of elasticity so that it makes the cracking reduced than the case when the conventional GFRP bar is used. Besides, the GFRP Hybrid bar can effectively resist the corrosion of conventional steel bar by the GFRP outer surface on the steel bar. In order to verify the bond performance of the GFRP hybrid bar for structural reinforcement, uniaxial pull-out test was conducted. The variables were the bar diameter and the number of strands and pitch of the fiber ribs. Tensile tests showed a excellent increase in the modulus of elasticity, 152.1 GPa, as compared to that of the pure GFRP bar (50 GPa). The stress-strain curve was bi-linear, so that the ductile performance could be obtained. For the bond test, the entire GFRP hybrid bar test specimens failed in concrete splitting due to higher shear strength resulting in concrete crushing as a function of bar deformation. Investigation revealed that an increase in the number of strands of fiber ribs enhanced the bond strength, and the pitch guaranteed the bond strength of 19.1 mm diameter hybrid bar with 15.9 mm diameter of core section of deformed steel the ACI 440 1R-15 equation is regarded as more suitable for predicting the bond strength of GFRP hybrid bars, whereas the CSA S806-12 prediction is considered too conservative and is largely influenced by the bar diameter. For further study, various geometrical and material properties such as concrete cover, cross-sectional ratio, and surface treatment should be considered.

• 한국농공학회지
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• 제20권2호
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• pp.4645-4687
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• 1978

This study was attempted to investigate the mechanical properties of concrete and crack control effects of reinforced concrete with steel and glass fiber. The experimental program includes tests on the properties of fresh concrete containing fibers, compressive strength, tensile strength, flexural strength, Young's modulus, Shrinkage and deformation of steel or glass fiber reinforced concrete. Also this study was carried out to investigate the effect of steel or glass fiber to retard the development in reinforced concrete subject to uniaxial tension and thus facilitate the use of steels of higher strength. The major conclusions that can be drawn from the studies are as follows: 1. The effect of the fibers in various mixes on fresh concrete confirmed that fibers do have a significant effect on the properties of fresh concrete, bringing much more stable and exhibiting a signiflcant reduction in surface bleeding, and that the cohesion is greatly improved and the internal resistance increases with fiber concentration. But the addition of an excess contents and length of fibers brings about the reduction of workability. 2. With the addition of steel fibers(1.5% Vol.) to concrete, the compressive strength as compared with plain concrete showed a very slight increase, but excess addition, over 1.5% Vol. of steel and glass fiber reduced its strength. 3. Splitting tensile strength of fiber reinforced concrete showed a significant increase tendency, as compared with plain concrete. In case of containing steel fiber (2.5%, 30mm), it showed that the maximum increase rate of 1.48 times as much rate, and in case of containing glass fiber (2.5%, 30mm), the increase rate of strength was 1.25 times as much rate. 4. Flexural strength of fiber reinforced concrete showed a significant tendency, as compared with plain concrete. Containing steel fiber (2.5%, 30mm) showed the maximum increase rate of 1.64 times as much rate and containing glass fiber (2.5%, 30mm) showed the increase rate of strength of 1.32 times as much rate, and in general, the 30mm length brougth the best results. 5. The strength ratio ($\sigma$b/$\sigma$c and $\sigma$t/$\sigma$c) increased, when steel fiber's average spacing was up to 3.05mm, but decreased when beyond 3.05mm, and it was confirmed that tensile or flexural strengths of steel fiber reinforced concrete are apparently governed by fiber's average spacing. 6. The compressive strain of fiber reinforced concrete showed a significant increasing tendency as the fiber was added, but Young's modulus. with the addition of steel and glass fibers, showed a slight decrease tendency. And according to the increase of flexural strength, a considerable increase was seen in toughness. 7. With the addition of fiber's the shrinkage of concrete was significantly decreased, in both case of adding steel fibers 12.5%, 30mm, and showed a significant decrease ratio, in average 30.4% and 36.7%, as compared with plain concrete. 8. With the increase of fiber volume fraction and length, the gained stress in reinforcing bar in concrete specimens increased in all crack widths, but at different rates, with the decrease of fiber diameter, the stress showed a considerable increasing tendency. And the duoform steel fibers showed the greatest improvement, as compared with the other types tested. 9. The influence of fiber dimensions in order of significanse on the machanical properties of concrete and the crack control of reinforced concrete was explained as follows: content, length, aspect ratio and dimeter.

• 폴리머
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• 제31권4호
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• pp.283-288
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• 2007

Poly(acrylonitrile-butadiene-styrene) (ABS)/polycarbonate(PC) (70/30, wt%) 블렌드에 상용화제를 첨가하여 이축 압출기로 시편을 제조하였다. 사용된 상용화제는 ABS에 maleic anhydride(MAH)와 dicumyl peroxide(DCP)를 첨가하여 반응압출을 통하여 그래프트시킨 ABS-g-MAH이었다. ABS/PC(70/30) 블렌드에 상용화제를 5 phr 첨가한 경우 인장강도는 큰 증가는 관찰되지 않았으나, 약 52.25 MPa에서 55.03 MPa로 약간 증가하였다. ABS/PC(70/30) 블렌드의 유변학적 물성을 측정한 결과 상용화제 첨가 시 낮은 진동수 영역에서 탄성률의 증가가 관찰되었으며, 이와 같은 탄성률 증가는 손실탄성률보다 저장탄성률에서 더 잘 나타났다. 또한 ABS/PC(70/30) 블렌드에 ABS-g-MAH를 $1{\sim}10\;phr$ 첨가 시 분산상인 PC의 크기는 약 1.2에서 $1.5\;{\mu}m$로 큰 변화가 없음을 알 수 있었다. 이상의 연구 결과로서 저장탄성률 증가 및 복소점도 상승 그리고 인장강도의 증가로부터 ABS-g-MAH의 양이 5 phr일 때 ABS/PC(70/30) 블렌드에서 효과적인 상용화제로 작용함을 알 수 있었다.

• 콘크리트학회논문집
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• 제22권5호
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• pp.727-736
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• 2010

본 논문은 인장에서의 연성능력을 유지하면서도 구조물 적용시에 지속가능성을 확보할 수 있는, 지속가능한 SHCCs를 제조하기 위한 기초자료를 제공하고자 한다. 본 연구의 목적은 자원순환형 재료가 압축, 휨, 직접인장거동 등 SHCCs의 역학적 특성에 미치는 영향을 평가함과 동시에, 구조물의 개발 및 해석시 구성모델에 대한 기초자료를 제공하는 것이다. 규사, 시멘트, PVA 섬유의 치환재로써 순환잔골재, 플라이애시, PET 섬유가 각각 SHCCs 배합에 일부 치환되었다. 실험결과, 플라이애시는 PVA 섬유와 시멘트 매트릭스 간 화학적 부착력을 증가시켜 SHCCs의 휨 및 직접인 장성능을 증가시킬 수 있는 것으로 나타났다. 그러나 PET 섬유가 치환된 SHCCs는 압축에서는 기준시험체인 PVA2.0과 유사하였으나, 섬유 자체의 낮은 기계적 특성으로 인해 휨 및 직접인장성능에서는 매우 낮게 나타났다. 순환골재의 경우 기존 규사보다 큰 골재치수로 인해 SHCCs의 탄성계수를 증가시키는 것으로 나타났다. SHCCs의 성능을 유지하기 위해 설정된 목표치를 근거로 할 때, 플라이애시는 20% 이하, 순환잔골재는 50% 이하로 치환하는 것이 지속가능한 SHCCs 제조에 바람직할 것으로 판단되었다.

• 공업화학
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• 제8권5호
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• pp.771-776
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• 1997

여러 형태의 탄산칼슘을 합성하였다. 이렇게 합성된 여러형태의 탄산칼슘을 혼합기에 넣어 PP와 혼합하여 PP/$CaCO_3$ 복합재료를 제조하였다. 제조된 복합재료를 입자의 형태에 따른 결정화온도, 용융열, 구정의 크기 그리고 기계적성질에 미치는 영향을 조사한 결과 입자의 형태가 결정화온도와 용융열 그리고 구정의 크피에 많은 영향이 있음을 알 수 있었다. 특히, vaterite를 혼합하였을 경우 다른 입자에 비하여 구정의 크기는 적었으나 결정화도는 증가하였으며, 이로 인해 인장강도와 영율은 다른 입자에 비하여 높은 값을 나타내었다.

• Elastomers and Composites
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• 제34권4호
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• pp.315-320
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• 1999

점착성과 소수성을 제거함으로써 실리콘 EVD 튜브의 성능을 향상시키기 위하여 저온 플라스마 공정을 이용한 실리콘 고무의 표면개질을 시도하였다. 고분자를 형성하지 않는 플라스마를 이용한 표면처리와 고분자를 형성하는 플라스마를 이용한 박막코팅 방법을 시도하였다. 박막코팅을 할 경우에 점착성이 특히 크게 줄어들었으며, 결과적으로 실험실 환경에서의 오염 정도를 줄일 수 있었다. 산소를 포함한 플라스마를 이응할 경우 튜브의 외부뿐만 아니라 내부의 표면을 친수성으로 개질시킴으로써, 결과적으로 수력학적 초기 저항을 줄일 수 있었다. 대부분의 경우에 있어서, 이러한 표면개질은 실리콘 튜브의 기계적 물성에 아무런 악영향을 끼치지 않았으며 영율, 인장강도, 인장율 등의 물성은 오히려 향상되었다.

• 폴리머
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• 제29권4호
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• pp.344-349
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• 2005

분자량이 다른 여러 종류의 폴리카프로락톤 디올(polycaprolactone diol), 폴리카프로락톤 트리올(polycaprolactone triol), acetylbutyl citrate 가소제, isophorone diisocyanate 경화제를 이용하여 폴리우레탄을 합성하였다. 합성된 폴리우레탄의 구조를 FT-IR, NMR 스펙트럼 분석을 통하여 확인하였고 TGA와 UTM을 이용하여 열특성 및 인장강도 연신율을 측정하였다. Compressive modulus를 사용하여 측정한 결과, 합성한 폴리우레탄의 가교 평균 분자량은 $8000\~24000$이었다. 분자 내 가교밀도 및 하드 세그먼트의 양이 증가할수록 인장강도가 증가하고 연신율이 감소하였으며, 폴리우레탄내의 가교밀도가 증가할수록 열 안정성이 향상되었다. 가교밀도는 NCO/OH의 비가 1.1에서 최대값을 나타내었고, 디올의 함량과 분자량이 클수록 증가하였다.

• 폴리머
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• 제30권6호
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• pp.532-537
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• 2006

최근 환경문제가 대두되면서 기존의 석유계 플라스틱을 대체할 생분해성 플라스틱에 관심이 고조되고 잇다. 이에 본 실험에서는 토양에서 생분해가 가능한 셀룰로오스 디아세테이트/전분 혼합체를 제조하여 그 특성을 연구하였다. 이 혼합체에 가소제로 트리아세틴을 첨가하여 용융가공한 복합체의 물성을 조사하였다. 전분의 함량이 증가할수록 이 복합체의 가공성이 향상되며 인장강도와 탄성률은 감소하고 신율은 증가하였다. 전분의 함량이 증가하면 복합체의 $T_g$는 감소하였다. SEM을 이용하여 전분의 복합체내에서의 분산성을 관찰하였다.

• 한국응용과학기술학회지
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• 제27권4호
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• pp.508-514
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• 2010

Regenerated cellulose fibers were prepared from three pulps containing different degree of polymerization(DP) and $\alpha$-cellulose contents by dry-jet wet spinning technique with cellulose dope in N-methylmorpholin N-oxide (NMMO). The effect of antioxidant, n-propyl gallate (PG) on the properties of different regenerated celluloses was studied using X-ray diffraction, copper number calculation, and viscometry. The degradaqtion of regenerated cellulose from pulp containing higher DP and lower $\alpha$-cellulose content was occurred more seriously. The tensile strength and initial modulus of regenerated cellulose fiber obtained from NMMO dope with PG were higher than those of fiber obtained from NMMO dope without PG. All fibers showed the round shape cross section and typical cellulose II crystalline structure.