• 한국전기전자재료학회논문지
• /
• 제28권10호
• /
• pp.652-657
• /
• 2015

We have investigated the properties of Al-doped ZnO (AZO) thin films as functions of atomic layer deposition (ALD) oxidants. AZO transparent conducting oxides (TCOs) layer was deposited by ALD with adding trimethylaluminum (TMA) and diethylzinc (DEZn). AZO films were deposited at low temperature with $H_2O$ and $O_3$ as oxidants. Electrical, optical and structural properties of AZO thin films were investigated by 4-point probe, Hall effect measurement, UV-VIS, and AFM. Microstructure and atomic bonding states were investigated by HRXRD and XPS. The resistivity of AZO films grown using $H_2O$ was lower than the films grown using $H_2O$ and $O_3$, by approximately two orders of magnitude. The differences in oxygen vacancy peak intensity of AZO films were correlated to the optical and electrical properties.

• 한국재료학회지
• /
• 제9권3호
• /
• pp.307-314
• /
• 1999

반응생성에 의한 Ti/TiB 복합재료를 제조하기 위한 반응분말$(TiB_2, B_4C)$, 소결온도, 소결시간을 결정하기 위하여 제조조건에 따른 반응생성상, 미세조직, 상대밀도 등을 조사하였다. 제조된 복합재료의 기계적 성질은 상온 압축항복강도로 평가하였다. 복합재료를 제조하기 위하여 혼합하는 $TiB_2$반응분말의 경우 $1300^{\circ}C, B_4C$ 반응분말의 경우 $1400^{\circ}C$의 소결온도가 최적조건임을 확인하였다. 본 공정에 의해서 제조된 복합재료의 압축항복강도는 비교재인 Ti-6Al-4V 보다 모두 우수하였다. 또한 $TiB_2$반응분말에 의해서 제조된 복합재료가 $B_4C$ 반응분말에 의해서 제조된 복합재료보다 우수한 압축항복강도를 나타내었다. 이는, 압축시험한 복합재료에서의 균열전파양상을 조사한 결과, 강화상과 기지간의 접합특성을 $B_4C$ 반응분말에 의한 복합재료의 접합특성보다 우수하였기 때문이었다.

• 패션비즈니스
• /
• 제23권2호
• /
• pp.77-88
• /
• 2019

One way of appling 3D printing to garments is through the combination of 3D polymer filaments in textile fabrics. it is essential to understand the interface between the polymer and the 3D composite fabric in order to enhance the adhesion strength between the polymers and the peeling strength between the fabric and the polymer. In this study, the adhesion of composite printed specimens using a combination of fabric and polymers for 3D printing was investigated, and also the change in adhesion was investigated after the composite fabric printed with polymers was subjected to constant pressure. Through this process, the aims to help develop and utilize 3D printing textures by providing basic data to enhance durability of 3D printing composite fabrics. The measure of the peeling strength of the composite fabric prepared by printing on a fabric using PLA, TPU, Nylon polymer was obtained as follows; TPU polymer for 3D printing showed significantly higher peel strength than polymers of composite fabric using PLA and Nylon polymer. In the case of TPU polymer, the adhesive was crosslinked because of the reaction between polyurethane and water on the surface of the fabric, thus increasing the adhesion. It could be observed that the adhesion between the polymer and the fiber is determined more by the mechanical effect rather than by its chemical composition. To achieve efficient bonding of the fibers, it is possible to modify the fiber surface mechanically and chemically, and consider the deposition process in terms of temperature, pressure and build density.

• Computers and Concrete
• /
• 제27권3호
• /
• pp.241-252
• /
• 2021

An experimental program was conducted to investigate the fresh properties, mechanical properties and durability characteristics of the self-compacting mortars (SCM) produced with pumice powder and Artificial Lightweight Fine Aggregate (aLWFA). aLWFA was produced by using fly ash. A total of 16 different mixtures were designed with a constant water-binder ratio of 0.37, in which natural sands were partially replaced with aLWFA and pumice powder at different volume fractions of 5%, 10% and 15%. The artificial lightweight aggregates used in this study were manufactured through cold bonding pelletisation of 90% of class-F fly ash and 10% of Portland cement in a tilted pan with an ambient temperature and moisture content. Flowability tests were conducted on the fresh mortar mixtures beforehand, to determine the self-compacting characteristics on the basis of EFNARC. To determine the conformity of the fresh mortar characteristics with the standards, mini-slump and mini-V-funnel tests were carried out. Hardened state tests were conducted after 7, 28 and 56 days to determine the flexural strength and axial compressive strength respectively. Durability, sorptivity, permeability and density tests were conducted at the end of 28 days of curing time. The test results showed that the pumice powder replacement improved both the fresh state and the hardened state characteristics of the mortar and the optimum mixture ratio was determined as 15%, considering other studies in the literature. In the aLWFA mixtures used, the mechanical and durability characteristics of the modified compositions were very close to the control mixture. It is concluded in this study that mixtures with pumice powder replacement eliminated the negative effects of the aLWFA in the mortars and made a positive contribution.

• 마이크로전자및패키징학회지
• /
• 제21권4호
• /
• pp.97-103
• /
• 2014

다양한 무연솔더합금 가운데 Sn-58Bi solder는 저융점이며 상대적으로 높은 인장강도를 갖고 있지만 취성적이라는 단점을 갖고 있다. 이러한 Sn-58Bi 솔더의 기계적 강도를 보완하기 위해 epoxy를 함유한 Sn-58Bi 솔더가 연구되어져왔다. 본 연구는 Sn-58Bi 솔더와 Sn-58Bi 에폭시 복합솔더를 이용하여 PCB 기판에 접합한 후, 시효처리에 따른 솔더/기판 계면 미세구조와 기계적 특성변화를 연구하였다. OSP 표면처리된 PCB 기판에 솔더볼을 형성 한 후 85, 95, 105, $115^{\circ}C$에서 100~1000 시간동안 시효처리하였으며, 기계적 특성평가로 저속전단시험을 진행하였다. 시효 처리 시간 및 온도의 증가에 따라 Cu6Sn5 금속간화합물층은 성장하였으며 Sn-58Bi 솔더 금속간화합물층이 Sn-58Bi 에폭시 복합솔더보다 두꺼웠다. 전단시험 결과, Sn-58Bi 에폭시 복합솔더가 Sn-58Bi 솔더보다 약 2배 높은 전단강도 값을 나타냈으며 시효시간이 증가할수록 전단강도 값은 감소하였다.

• 한국산림과학회지
• /
• 제60권1호
• /
• pp.51-57
• /
• 1983

고온경화형(高温硬化型) 수용성(水溶性) 요소(尿素) 페놀공축합수지(共縮合樹脂)의 제조(製造)몰비(比)를 각각 달리 제조(製造)하고 페놀수지(樹脂)의 경우 촉매(觸媒)를 달리 제조(製造)하여 이들 접착제(接着劑)의 성질(性質)과 그 접착강도(接着強度)를 Kapur 합판제조(合板製造)를 통(通)하여 구명(究明)한 결과(結果) 다음과 같은 결론(結論)를 얻었다. 1) 각(各) 접착제(接着劑)로써 열압(熱壓)하여 제조(製造)된 합판(合板)의 비중(比重)은 단판(單板)의 비중(比重)에 따른 영향(影響)을 받아 0.67부터 0.82까지를 보였으며 합판(合板)의 기건함수율(氣乾含水率)은 모두 KS규격(規格)을 만족시켰다. 2) 상태접착력(常態接着力) 및 준내수접착력(準耐水接着力)의 경우, 페놀수지(樹脂)를 제외하고 60%고형분수지(固形分樹脂)가 50%고형분수지(固形分樹脂)보다 높은 값을 보였고 요소(尿素)와 페놀의 공축합비(共縮合比)에 따른 결과(結果)는 20%페놀함량(含量)의 요소(尿素) 폐놀공축합수비(共縮合樹脂)가 제일 높았고 70% 페놀함량(含量)의 수지(樹脂)가 제일 낮았다. 목분증량(木粉增量)은 50%페놀함량(含量) 이상(以上)의 공축합수비(共縮合樹脂)에서 접착력(接着力) 상승에 유효(有效)하였고 특히 50%고형분(固形分)의 경우, 알카리촉매 페놀수지(樹脂)를 포함하여 현저하였다. 페놀수지제법(樹脂製法) 중 양자겸용법이 최고(最高)의 접착력(接着力)을 과시하였고 알카리촉매법이 제일 낮았다. 준내수접착력(準耐水接着力)의 경우 요소수지(요소수지)는 제일 하위집단(下位集團)에 속하였다. 3) 내수접착력(耐水接着力)의 경우, 페놀수지제법(樹脂製法) 중 알카리 산(酸) 양자겸용법(兩者謙用法)을 택하는 것이 가장 좋고 알카리촉매법(觸媒法)은 반드시 목분증량(木粉增量)을 하는 것이 필요(必要)하다. 10%페놀함량(含量) 요소(尿素) 폐놀 공축합수비(共縮合樹脂)도 유효(有效)한 내수접착력(耐水接着力)을 과시하였다.

• Journal of the Korean Wood Science and Technology
• /
• 제27권2호
• /
• pp.38-45
• /
• 1999

Formaldehyd/Urea 몰비의 변이가 목질 원재료의 형상이 상이한 합판, SLPB, STPB의 접착성과 물성에 미치는 영향을 조사한 본 연구는 요소수지 F/U 몰비 1.0, 1.2, 1.4, 1.6, 1.8, 2.0으로 요소수지를 제조하고 그 형상이 상이한 목질 원재료인 veneer, sliver-particle, strand-particle를 원료로 하여 각 몰비별 합판, SLPB, STPB를 제조하였다. 합판의 상태접착력, SLPB, STPB의 밀도, 함수율, 박리강도, 휨강도, 두께 팽창율을 시험하였다. 실험 결과를 요약하면 다음과 같다. 1. 합판의 접착력은 F/U 몰비 1.2에서 가장 우수한 값을 나타냈으며 전 몰비 모두 KS 합판 접착성(비내수) 규격인 7.5kgf/$cm^2$을 상회하는 14kgf$cm^2$ 이상을 나타냈다. 또한 F/U 몰비 1.2의 경우 본 연구자(1998)의 연구결과인 formaldehyde 방출 무취기준(5mg/$\ell$ 이하)율 만족시키면서 우수한 접착성울 나타냈다. 2. 박리강도는 SLPB 및 STPB 공히 모두 F/U 몰비 1.0, 2.0이 낮은 결과치를 나타냈고 1.2~1.8사이에서는 큰차이는 없었으며, SLPB의 경우 4.8~5.9kgf/$cm^2$의 값의 분포를 STPB는 5.4~6.7 kgf/$cm^2$의 분포를 보이고 있어 STPB가 우수한 박리강도를 나타냈다. 이 결과에서 F/U 몰비에 따른 박리강도의 영향 보다는 원재료의 형상에 따른 영향이 더 크다는 사실을 알 수 있었다. 3. 휨강도도 역시 SLPB 및 STPB 공히 F/U 몰비 1.0, 2.0이 낮은 결과치를 나타냈다. STPB 전몰비 모두가 KS 규격 200 Type(휨강도가 180kgf/$cm^2$) 이상을 만족시키는 결과를 보였고 SLPB의 경우도 전몰비 모두 KS 규격 150 Type(휨 강도가 130kgf/$cm^2$)이상을 만족시키는 결과를 나타냈다. 이 결과에서는 전체적으로 STPB가 SLPB에 비하여 2배 이상의 우수한 강도를 보였다. 이는 휨강도에서도 F/U 몰비에 따른 영향보다는 원재료의 형상에 따른 영향이 더 크다는 사실을 알 수 있었다. 4. 두께 팽창율에서는 고몰비인 2.0, 1.8 저몰비인 1.0, 1.2에서 SLPB, STPB 모두 높은 두께 팽창율을 보였으며 STPB의 경우 F/U 몰비 1.6에서 SLPB의 경우는 F/U 몰비 1.4에서 가장 낮은 두께 팽창율을 나타냈다. 그리고, STPB의 경우 6몰비 모두 KS기준 12% 이하를 만족시키고 있었으나 SLPB에서는 그 기준을 모두 상회하고 있음을 알 수 있었다. 전체적으로는 SLPB가 STPB보다 약 2배의 두께 팽창율을 나타내 두께 팽창율에서도 F/U 몰비에 따른 영향보다는 원재료의 형상에 따른 영향이 더 크다는 사실을 알 수 있었다. 본 실험의 결과를 종합적으로 살펴보면 합판의 접착성 및 보드의 재질에 미치는 영향은 F/U 몰비의 변이 보다는 원재료의 형상의 영향이 이 더욱 크게 작용한다는 사실을 알 수 있었으며 보드의 제조기준이 본 실험과 동일하다면 합판의 접착성과 PB의 물리적, 기계적 성질과 본 연구자(1998)의 연구결과인 formaldehyde 방출량 및 방출경향을 고려할 때 사용처와 용도에 따라 합판의 경우 우수한 접착력과 KS formaldehyde 무취기준을 만족시키는 F/U 몰비 1.2를 PB의 경우 양호한 휨강도, 박리강도, 비교적 낮은 두께 팽창율과 KS formaldehyde E2형 (5mg/$\ell$ 이하)기준율 만족시키는 F/U 몰비 1.2~1.4가 사용되어야 함을 알 수 있었다.

• Restorative Dentistry and Endodontics
• /
• 제13권2호
• /
• pp.323-334
• /
• 1988

The purpose of this study was to observe the effect of dentin surface conditioners on the dentin surfaces. Freshly extracted human molars were used in this study. They were stored at $4^{\circ}C$ saline solution before experiment. The crown portions of the teeth were cut in various directions by means of wet diamond point to expose dentin which include transverse, vertical oblique, horizontal and oblique cut to the long axis (Fig. 1). Each tooth was then mounted with self curing acrylic resin in brass ring to expose the flattened dentin surfaces. Final finish was accomplished by grinding the dentin specimens with wet No. 180 and No. 600 grit silicon carbide abrasive paper until a 6.0mm in diameter on a dentin surface was exposed without pulp exposure. The specimens were divided into 9 groups according to the modes of dentin treatment procedure. The following surface treatments were applied on these preparation surfaces; Group 1: unetched (control group) after finish with No. 600 silicon carbide abrasive paper. Group 2: etched with 30% phosphoric acid for 60s Group 3: etched with 10-3 solution for 60s Group 4: Cleaned with 5% NaOCl for 30s Group 5: applied Dentin Adhesit Group 6: cleaned with 5% NaOCl followed by applying the Dentin Adhesit$^{(R)}$ Group 7: applied Photo Bond on the unetched dentin followed by applying the Photo Clearfil Bright Group 8: Etched with 30% phosphoric acid followed by applying Photo Bond and Photo Clearfil Bright Group 9: etched with 10-3 solution followed by applying Photo Bond and Photo Clearfil Bright All the specimens were stored in $37^{\circ}C$ under 50% relative humidity for 24 hours before observations. The specimens in 7, 8, and 9 group, omitting the group 1 to 6, were demineralized in 10% HCl for 10s in order to observe the resin tags. All the specimens in each group were then dried at room temperature. The dried specimens were ion coated with Eiko ion coater (Eiko-engineering Co.), and observed in Hitachi S-430 Scanning electron microscope (Hitachi, Co. Tokyo) at 15KV. The following results were obtained as follows; 1. The smear layers were still remained in group 1,2,4,5, and 6. 2. There is no effect of 5% NaOCl and 30% phosphoric acid on the changes of dentin morphology 3. The dentin treated with 10-3 solution, indicating the tubules opened when the smear layer and the dental plug dissolved. 4. In case of applying the bonding agents the resin tag was not formed at the deep area of dentinal tubules, but in case of applying the Dentin Adhesit$^{(R)}$ that was not.

• 한국광학회지
• /
• 제2권3호
• /
• pp.139-148
• /
• 1991

광섬유를 사용하여 미소 교류자기장 (200Hz-2kHz) 감지를 위한 광섬유 간섭계 자기센서시스템을 구성하였다. 자왜효과(magnetostriction effect)가 큰 비정질 metallic glass(2605SC)를 광섬유에 부착하여 자기장 감지부를 제작하고 방향성 결합기 metallic glass(2605SC)를 광섬유에 부착하여 자기장 감지부를 제작하고 방향성 결합기(directional coupler)를 사용한 광섬유 일체식(all-fiber type)으로 Mach-Zehnder 간섭계를 구성하여 외부 자기장의 변화를 간섭계의 위상변화로 변환시켜 그 크기를 측정하였다. 온도변화, 진동 등 주위환경에서 오는 불규칙한 신호에 의한 간섭계의 신호소멸(signal fading) 문제는 능동 위상추적방법(active phase tracking method)으로 간섭계의 기준 광통로(reference arm)에 위치한 위상 변조기에 보상신호를 되먹임으로써, 직각조건(quadrature condition)을 이루어 안정시켰다. 측정 결과 metallic glass의 주파수 반응특성은 900Hz-2kHz 대역에서 거의 비슷한 경향을 보였으며 최대 감도를 나타내는 직류 바이어스 자기장은 3.5 Oe 였다. 미소 교류자기장에 대한 간섭계의 출력은 $\pm$0.5 Oe 범위 안에서 좋은 선형성을 보였다. 1 kHz 교류자기장에 대한 scale factor S는 8.0 rad/Oe 이었으며 최소감지자기장은 $3X10^{-6} Oe/\sqrt{Hz}$(1Hz detection bandwidth)이었다.

• 한국농공학회지
• /
• 제26권1호
• /
• pp.52-72
• /
• 1984

This study was performed to obtain the basic data which can be applied to the use of epoxy resin mortars. The data was based on the properties of epoxy resin mortars depending upon various mixing ratios to compare those of cement mortar. The resin which was used at this experiment was Epi-Bis type epoxy resin which is extensively being used as concrete structures. In the case of epoxy resin mortar, mixing ratios of resin to fine aggregate were 1: 2, 1: 4, 1: 6, 1: 8, 1:10, 1 :12 and 1:14, but the ratio of cement to fine aggregate in cement mortar was 1 : 2.5. The results obtained are summarized as follows; 1.When the mixing ratio was 1: 6, the highest density was 2.01 g/cm$^3$, being lower than 2.13 g/cm$^3$ of that of cement mortar. 2.According to the water absorption and water permeability test, the watertightness was shown very high at the mixing ratios of 1: 2, 1: 4 and 1: 6. But then the mixing ratio was less than 1 : 6, the watertightness considerably decreased. By this result, it was regarded that optimum mixing ratio of epoxy resin mortar for watertight structures should be richer mixing ratio than 1: 6. 3.The hardening shrinkage was large as the mixing ratio became leaner, but the values were remarkably small as compared with cement mortar. And the influence of dryness and moisture was exerted little at richer mixing ratio than 1: 6, but its effect was obvious at the lean mixing ratio, 1: 8, 1:10,1:12 and 1:14. It was confirmed that the optimum mixing ratio for concrete structures which would be influenced by the repeated dryness and moisture should be rich mixing ratio higher than 1: 6. 4.The compressive, bending and splitting tensile strenghs were observed very high, even the value at the mixing ratio of 1:14 was higher than that of cement mortar. It showed that epoxy resin mortar especially was to have high strength in bending and splitting tensile strength. Also, the initial strength within 24 hours gave rise to high value. Thus it was clear that epoxy resin was rapid hardening material. The multiple regression equations of strength were computed depending on a function of mixing ratios and curing times. 5.The elastic moduli derived from the compressive stress-strain curve were slightly smaller than the value of cement mortar, and the toughness of epoxy resin mortar was larger than that of cement mortar. 6.The impact resistance was strong compared with cement mortar at all mixing ratios. Especially, bending impact strength by the square pillar specimens was higher than the impact resistance of flat specimens or cylinderic specimens. 7.The Brinell hardness was relatively larger than that of cement mortar, but it gradually decreased with the decline of mixing ratio, and Brinell hardness at mixing ratio of 1 :14 was much the same as cement mortar. 8.The abrasion rate of epoxy resin mortar at all mixing ratio, when Losangeles abation testing machine revolved 500 times, was very low. Even mixing ratio of 1 :14 was no more than 31.41%, which was less than critical abrasion rate 40% of coarse aggregate for cement concrete. Consequently, the abrasion rate of epoxy resin mortar was superior to cement mortar, and the relation between abrasion rate and Brinell hardness was highly significant as exponential curve. 9.The highest bond strength of epoxy resin mortar was 12.9 kg/cm$^2$ at the mixing ratio of 1:2. The failure of bonded flat steel specimens occurred on the part of epoxy resin mortar at the mixing ratio of 1: 2 and 1: 4, and that of bonded cement concrete specimens was fond on the part of combained concrete at the mixing ratio of 1 : 2 ,1: 4 and 1: 6. It was confirmed that the optimum mixing ratio for bonding of steel plate, and of cement concrete should be rich mixing ratio above 1 : 4 and 1 : 6 respectively. 10.The variations of color tone by heating began to take place at about 60˚C, and the ultimate change occurred at 120˚C. The compressive, bending and splitting tensile strengths increased with rising temperature up to 80˚ C, but these rapidly decreased when temperature was above 800 C. Accordingly, it was evident that the resistance temperature of epoxy resin mortar was about 80˚C which was generally considered lower than that of the other concrete materials. But it is likely that there is no problem in epoxy resin mortar when used for unnecessary materials of high temperature resistance. The multiple regression equations of strength were computed depending on a function of mixing ratios and heating temperatures. 11.The susceptibility to chemical attack of cement mortar was easily affected by inorganic and organic acid. and that of epoxy resin mortar with mixing ratio of 1: 4 was of great resistance. On the other hand, when mixing ratio was lower than 1 : 8 epoxy resin mortar had very poor resistance, especially being poor resistant to organicacid. Therefore, for the structures requiring chemical resistance optimum mixing of epoxy resin mortar should be rich mixing ratio higher than 1: 4.