• Elastomers and Composites
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• 제49권3호
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• pp.210-219
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• 2014

본 연구에서는 아크릴계 점착제를 합성한 후 이소프렌 액상고무를 블렌드하여 광기능성 시트에 적용될 점착제를 제조하였다. 아크릴 점착제의 모노머로는 butyl acrylate, acrylic acid, 2-ethylhexyl acrylate, 2-hydroxyethyl methacrylate를 사용하였고 용매로는 톨루엔을 사용하였다. 고무계 모노머로는 isoprene 액상고무(LIR-50)를 사용하였고, 아크릴 점착제와의 배합량을 0 ~ 50 wt%로 하여 실험을 진행하였다. 결과에 따르면 LIR-50의 함량이 증가할수록 아크릴계 점착제의 최대 단점이었던 전사현상이 감소하였다. 그 이유는 이소프렌 액상고무의 경우 아크릴 점착제와 달리 극성기가 존재하지 않기 때문에 피착재와 이차결합이 발생하지 않아 경시변화에 따른 전사현상이 감소한 것으로 사료된다. 점착제의 자외선 경화 시 광개시제의 함량이 증가함에 따라, UV에 노출되는 시간이 증가함에 따라 점착제의 경화도가 높아지기 때문에 점착력과 전사현상이 감소하였다. 반면 유지력의 경우는 경화도가 증가하여 분자구조가 망상구조를 이루며 점착제 내부응집력이 증가하기 때문에 유지력은 증가하였다.

• 통합자연과학논문집
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• 제3권1호
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• pp.1-6
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• 2010

Bis(silyl)alkylbenzenes such as bis(1-sila-sec-butyl)benzene (1) and 2-phenyl-1,3-disilapropane (2) were synthesized in high yields by the reduction of the corresponding chlorosilanes with $LiAlH_4$ in diethyl ether. The dehydrocoupling of 1 and 2 was performed using group IV metallocene complexes generated in situ from $Cp_2MCl_2$/Red-Al and $Cp_2MCl_2$/n-BuLi (M = Ti, Hf), producing two phases of polymers. The TGA residue yields of the insoluble polymers were in the range of 64-74%. The molecular weights of the soluble polymers produced ranged from 700 to 5000 ($M_w$ vs polystyrene using GPC) and from 500 to 900 ($M_w$ vs polystyrene using GPC). The dehydropolymerization of 1 and 2 seemed to initially produce a low-molecular-weight polymer, which then underwent an extensive cross-linking reaction of backbone Si-H bonds, leading to an insoluble network polymer.

• Elastomers and Composites
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• 제47권3호
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• pp.231-237
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• 2012

본 연구에서는 EPDM 컴파운드에 여러 종류의 충전제를 사용하여 물리적, 기계적 특성을 관찰하였다. 충전제로는 Semi-reinforcing furnace black(SRF), high abrasion furnace black(HAF) 그리고 acetylene black을 사용하였다. 가교제로는 dicumyl peroxide (DCP)를 사용하였다. 레오미터, 경도계, 만능 재료 시험기, 영구 압축 줄음율 그리고 동적 점탄성 분석을 통하여 재료의 성질을 관찰하였다. EPDM 컴파운드에 충전제로 SRF를 사용하였을 때함량의 증가에 따라 인장강도와 파단 연신율은 증가하였으나, acetylene black을 사용하였을 때 함량의 증가에 따라 인장강도와 파단 연신율은 감소하였다. Acetylene black을 사용하였을 때 넓은 온도 범위에서 저장탄성률의 변화율이 적었다. 또한 EPDM 컴파운드의 tan ${\delta}$는 acetylene black을 사용하였을 때 우수한 결과를 보였다.

• Elastomers and Composites
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• 제49권4호
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• pp.267-274
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• 2014

가교제 사용 없이 가교반응을 진행할 수 있는 경화시스템에 자기응답 입자를 분산시켜 자기유변 탄성체를 제작하였다. 클로로프렌 고무(CR)와 Maleic Anhydride(MAH)의 열과 압력을 이용한 개질법인 dynamic maleation의 공정을 이용하여 10 phr, $100^{\circ}C$에서 최적의 grafting ratio를 가짐을 FT-IR를 이용하여 확인하였다. 개질된 CR-g-MAH와 에폭시화 천연고무(ENR)를 반응 블렌드시켜 가교시켰으며 가교특성은 고무레오미터를 이용하여 측정하였으며, 30 wt%의 ENR를 첨가하였을 때 성형하기 적합한 스코치 시간과 가교속도를 가지는 것을 확인하였다. 자기응답성 입자(MRP)를 배향시키기 위해 설계 제작한 자기장부여장치를 이용하여 효율적으로 입자가 배향된 자기 유변 탄성체를 제조하였다. SEM을 통해 MRP의 분산 및 배향을 확인하였으며, 이방성 자기유변 탄성체의 인장강도는 등방성 자기유변 탄성체보다 낮고, 경도는 높음을 확인하였다.

• 대한치과보철학회지
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• 제41권3호
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• pp.360-368
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• 2003

Statement of Problem: The residual monomer of denture base materials causes hypersensitivity on oral mucosa and intereferes with the mechanical properties of the cured resin. The amount of residual monomer is influenced by materials, curing cycle, processing method, and etc. Purpose: The aim of this study was to investigate the residual methyl methacrylate(MMA) content of injection molded denture base polymer, and to compare this with the self-cured resin and the conventional compression molded heat-cured resin. Materials and Methods: Disc shaped test specimens (50mm in diameter and 3mm thick) were prepared in a conventional flasking technique with gypsum molding. One autopolymerized denture base resins (Vertex Sc. Dentimex. Netherlands) and two heat-cured denture base resins (Vertex RS. Dentimex. Netherlands, Ivocap. Ivoclar Vivadent, USA) were used. The three types of specimens were processed according to the manufacturer's instruction. After polymerization, all specimens were stored in the dark at room temperature for 7 days. There were 10 specimens in each of the test groups. 3-mm twist drills were used to obtain the resin samples and 650mg of the drilled sample were collected for each estimation. Gas chromatography (Agillent 6890 Plus Gas Chromatograph, Agillent Co, USA) was used to determine the residual MMA content of 10 test specimens of each three types of polymer. Results: The residual monomer content of injection molded denture base resins was $1.057{\pm}0.141%$. The residual monomer content of injection molded denture base resins was higher than that of compression molded heat cured resin ($0.867{\pm}0.169%$). However, there was no statistical significant difference between two groups (p>0.01). The level of residual monomer in self cured resin($3.675{\pm}0.791$) was higher than those of injection molded and compression molded heat cured resins (p<0.01). Conclusion: With respect to ISO specification pass / fail test (2.2% mass fraction) of residual monomer, injection molding technique($1.057{\pm}0.141%$) is a clinically useful and safe technique in terms of residual monomer.

• 폴리머
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• 제36권4호
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• pp.536-541
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• 2012

실리카 입자가 첨가된 광경화성 임프린트용 복합체를 제조하여 실리카 양에 따른 경화 특성과 전사된 수 백 나노미터 크기의 임프린트 패턴 형성에 관한 결함을 조사하였다. 상온에서 UV 경화한 임프린트 레진은 실리카 양이 증가할수록 탄성률이 커지고 수축률이 줄어드는 것을 알 수 있었다. 그러나 실리카 입자의 양이 7 wt% 이상인 경우 전사된 나노기둥끼리 서로 달라붙는 결함을 보이는데, 이는 실리카 입자가 광반응을 방해하여 임프린트 레진의 경화가 불완전하게 되면서 광경화된 레진의 점성이 증가했기 때문이다. 임프린트 레진에 실리카 입자를 충전제로 사용하면 경화 후 나노 패턴의 강도를 증가하여 형태를 유지하는데 도움이 되지만, 실리카 양이 7 wt% 이상이 되면 오히려 광반응 전환율이 떨어져 임프린트 공정에 의한 나노 패턴의 전사가 어려운 것을 알 수 있다.

• 한국도로학회논문집
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• 제15권1호
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• pp.1-9
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• 2013

PURPOSES: The purpose of this study is to evaluate physical properties, durability, fatigue resistance, and long-term performance of poly-urethane concrete (PU) which can be possible application of thin layer on long-span orthotropic steel bridge and to check structural stability of bridge structure. METHODS : Various tests of physical properties, such as flexural strength, tensile strength, bond strength and coefficient of thermal expansion tests were conducted for physical property evaluation using two types of poly urethane concrete which have different curing time. Freezing and thawing test, accelerated weathering test and chloride ion penetration test were performed to evaluate the effect of exposed to marine environment. Beam fatigue test and small scale accelerated pavement test were performed to assess the resistance of PU against fatigue damage and long-term performance. Structural analysis were conducted to figure out structural stability of bridge structure and thin bridge deck pavement system. RESULTS: The property tests results showed that similar results were observed overall however the flexural strength of PUa was higher than those of PUb. It was also found that PU materials showed durability at marine environment. Beam fatigue test results showed that the resistances of the PUa against fatigue damage were two times higher than those of the PUb. It was found form small scale accelerated pavement test to evaluate long-term performance that there is no distress observed after 800,000 load applications. Structural analysis to figure out structural stability of bridge structure and thin bridge deck pavement system indicated that bridge structures were needed to increase thickness of steel deck plate or to improve longitudinal rib shape. CONCLUSIONS: It has been known that the use of PU can be positively considered to thin layer on long-span orthotropic steel bridge in terms of properties considered marine environment, resistance of fatigue damage and long-term performance.

• 폴리머
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• 제37권6호
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• pp.722-729
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• 2013

Poly(dimethyl siloxane)(PDMS, 실리콘 고무)의 열전도도 향상을 위하여 보론 나이트라이드과 탄소나노튜브를 열전도성 충전제로 사용하였다. 보론 나이트라이드의 함량은 0에서 100 phr로 증가시켰으며, 탄소나노튜브의 함량은 보론 나이트라이드의 함량을 100 phr로 고정시킨 상태에서 0에서 4 phr로 증가시켰다. 실리콘 고무 복합재료의 열전도도는 보론 나이트라이드 함량의 증가에 따라 증가하였으나, 탄소나노튜브를 추가로 첨가하더라도 열전도도 향상에 대한 효과는 미미하였다. 100 phr 함량의 보론 나이트라이드 함량에 탄소나노튜브를 충전 시 복합재료의 열분해가 가속화되는 예상치 못한 결과를 얻었다. 이를 해석하기 위하여 Horowitz-Metzger 방법을 이용하여 열분해 활성화 에너지를 계산하였다. 또한 보론 나이트라이드/탄소나노튜브가 충전된 실리콘 고무 복합재료의 경화거동, 전기저항 및 기계적 물성을 연구하였다.

• Geomechanics and Engineering
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• 제28권6호
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• pp.599-611
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• 2022

Tendon reinforced cemented soil is applied extensively in foundation stabilisation and improvement, especially in areas with soft clay. To solve the deterioration problem led by steel corrosion, the glass fiber-reinforced polymer (GFRP) tendon is introduced to substitute the traditional steel tendon. The interface bond strength between the cemented soil matrix and GFRP tendon demonstrates the outstanding mechanical property of this composite. However, the lack of research between the influence factors and bond strength hinders the application. To evaluate these factors, back propagation neural network (BPNN) is applied to predict the relationship between them and bond strength. Since adjusting BPNN parameters is time-consuming and laborious, the particle swarm optimisation (PSO) algorithm is proposed. This study evaluated the influence of water content, cement content, curing time, and slip distance on the bond performance of GFRP tendon-reinforced cemented soils (GTRCS). The results showed that the ultimate and residual bond strengths were both in positive proportion to cement content and negative to water content. The sample cured for 28 days with 30% water content and 50% cement content had the largest ultimate strength (3879.40 kPa). The PSO-BPNN model was tuned with 3 neurons in the input layer, 10 in the hidden layer, and 1 in the output layer. It showed outstanding performance on a large database comprising 405 testing results. Its higher correlation coefficient (0.908) and lower root-mean-square error (239.11 kPa) were obtained compared to multiple linear regression (MLR) and logistic regression (LR). In addition, a sensitivity analysis was applied to acquire the ranking of the input variables. The results illustrated that the cement content performed the strongest influence on bond strength, followed by the water content and slip displacement.

• Advances in concrete construction
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• 제15권6호
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• pp.419-430
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• 2023

In this study, the effect of two types of aggregates (fly ash aggregate and shale aggregate) on the density, strength, and durability of preplaced lightweight aggregate concrete (PLWAC) was studied. The results showed that the 7 - 28 days strength of concrete prepared with fly ash aggregates (high water absorption rate) significantly increased, which could attribute to the long-term water release of fly ash aggregates by the refined pore structure. In contrast, the strength increase of concrete prepared with shale aggregates (low water absorption rate) is not apparent. Although PLWAC prepared with fly ash aggregates has a lower density and higher strength (56.8 MPa @ 1600 kg/m³), the chloride diffusion coefficient is relatively high, which could attribute to the diffusion paths established by connected porous aggregates and the negative over-curing effect. Compared to the control group, the partial replacement of fly ash aggregates (30%) with asphalt emulsion (20% solid content) coated aggregates can reduce the chloride diffusion coefficient of concrete by 53.6% while increasing the peak load obtained in a three-point bending test by 107.3%, fracture energy by 30.3% and characteristic length by 103.5%. The improvement in concrete performance could be attributed to the reduction in the water absorption rate of aggregates and increased energy absorption by polymer during crack propagation.