• Membrane Journal
• /
• v.27 no.4
• /
• pp.358-366
• /
• 2017

The most important factor in the performances of polymer electrolyte membranes for fuel cells is how fast hydrogen ions can be transported along the water channel formed inside the electrolyte membrane. Since the morphology of the water channel and the diffusivity of the protons are very important factors for the proton transport behavior, various molecular dynamics simulation studies are being carried out to clarify this. The force-field is an important variable parameterizing the movement and interaction of each atom in molecular dynamics simulation. In this study, proton diffusivities of the 3D models of polymer electrolyte membranes were calculated in order to analyze the effects of various types of force-fields on the molecular simulation. It has been found that the charge value determining the non-bonding interaction plays a very important role in the formation of the water channel morphology, and the COMPASS force-field can calculate the accurate proton diffusion behavior. Accordingly, for molecular dynamics simulation of polymer electrolyte membranes, the proper selection of the force-field is very important due to its great effect on the proton diffusion as well as the final molecular structure.

• Proceeding of EDISON Challenge
• /
• 2016.03a
• /
• pp.102-107
• /
• 2016

본 연구에서는 동역학적 격자기반 대정준 Monte Carlo (Kinetic Lattice Grand Canonical Monte Carlo, KLGCMC) 모의실험 방법을 이용하여 비정상 몰분율 효과 (Anomalous mole fraction effect)에 대해서 알아보고자 하였다. 이를 위해 양이온 선택성을 가진 이온채널 모델에서 $NH_4{^+}$와 $Rb^+$의 혼합물에 대하여 몰분율의 변화에 따른 이온전도도를 KLGCMC 모의실험을 이용하여 계산하고, 이를 평균장 이론인 Poisson-Nernst-Planck (PNP)의 결과와 비교해 봄으로써 비정상 몰분율 효과에 대하여 심도 있게 이해하고자 하였다. 본 연구 결과로부터 비정상 몰분율 효과는 이온채널의 이온 선택성에 의해서 발생함을 확인할 수 있었다. 즉, 두 종류 이상의 이온들이 채널 내부로 이동할 때, 이온채널의 이온 선택성에 의해서 각 이온들과 채널 간에 서로 상이한 상호작용을 하게 되고, 이로 인해서 이온 혼합물 조성의 변화, 즉 몰분율의 변화에 대해서 이온 전류가 선형적이 아닌 비선형적으로 변하게 됨을 알 수 있었다.

• Journal of the Korea institute for structural maintenance and inspection
• /
• v.26 no.5
• /
• pp.112-118
• /
• 2022

In this study, the diffusion characteristics were evaluated using the concrete mix design of nuclear safety-related structures. Among the concrete structures related to nuclear power safety, we selected the composition of intake and drainage structures that are immersed in seawater or located on the tidal platform and evaluated the chloride ion permeation resistance by compressive strength and electrical conductivity and the diffusion characteristics by immersion in salt water. analyzed. Compressive strength was measured on the 1st, 7th, 14th, 28th, 56th, and 91st days until the 91st day, which is the design standard strength of the nuclear power plant concrete structure, and chloride ion permeation resistance was evaluated on the 28th and 91st. After immersing the 28-day concrete specimens in salt water for 28 days, the diffusion coefficient was derived by collecting samples at different depths and analyzing the amount of chloride. As a result, it was found that after 28 days, the long-term strength enhancement effect of the nuclear power plant concrete mix with 20% fly ash replacement was higher than that of concrete using 100% ordinary Portland cement. It was also found that the nuclear power plant concrete mix has higher chloride ion permeation resistance, lower diffusion coefficient, and higher resistance to salt damage than the concrete mix using 100% ordinary Portland cement.

• Journal of the Korean Institute of Telematics and Electronics D
• /
• v.36D no.4
• /
• pp.48-56
• /
• 1999

In this paper, we have investigated experimentally the effects of initial oxygen concentration on oxygen pileup phenomenon and the diffusion of implanted impurities. 1.2 MeV $^{11}B^{+}$ and 2.2 MeV $^{31}P^{+}$ ions were implanted into p-type (100) Si wafers with a dose of 1${\times}10^{15}$ / $\textrm{cm}^2$. Secondary ion mass spectrometry(SIMS) measurements were carried out to obtain depth distribution profiles for implanted impurities and oxygen atoms after two-step annealing of $700^{\circ}C$(20 hours)+$1000^{\circ}C$(10 hours). Residual secondary defect distribution and annealing behabiour were also studied by cross-sectional transmission electron microscopy(TEM) observations. Oxygen pileup nearly $R_p$(projected range) were observed by SIMS measurements and considerable amount of residual secondary defect layer were observed by TEM observations. It can be seen that oxygen atoms are trapped at the secondary defects by the experimental results. Enhanced diffusions of boron and phosphorus to the bulk direction were observed with the increasing of initial oxygen concentration.

• Journal of the Korea Institute of Building Construction
• /
• v.22 no.6
• /
• pp.577-583
• /
• 2022

On large-scale sites, concrete is often delivered from a number of ready-mixed concrete companies, but even if the same concrete mixture table is used, it is thought that there will be a difference in quality due to differences in materials and manufacturing equipment. Due to a lack of previous research in this area, this study measured the properties of fresh concrete, compressive strength, and chlorine ion diffusion coefficient using the concrete supplied by 12 ready-mixed companies in Busan. The fresh concrete properties met the criteria. The compressive strength increased by 137% for 30MPa, 131% for 45MPa, and 117% for 80MPa by specified compressive strength. For the chlorine ion diffusion coefficient, the average value for each specified compressive strength could be derived without significant variation. The higher the compressive strength, the greater the deviation , and the lower the compressive strength, the greater the deviation in the chlorine ion diffusion coefficient.

• Journal of the Korea Concrete Institute
• /
• v.15 no.1
• /
• pp.25-34
• /
• 2003

The degradation of reinforced concrete (RC) structures due to physical and chemical attacks has been a major issue in construction engineering. Deterioration of RC structures by chloride attack followed by reinforcement corrosion is one of the serious problems. An objective of this study is to develop a form of mathematical model of chloride ingress into concrete. In order to overcome some limits of the previous approaches, a chloride ingress model, consisting of chloride solution intrusion through the capillary pore and chloride ion diffusion through the pore water, was proposed. Moreover, the variability of chloride ion diffusivity due to the degree of hydration of cement, relative humidity in pore, exposure condition, and variation of chloride binding, was considered in the model. In order to verify the proposed model, the results predicted by the proposed model were compared with analysis results of Life-365, a computer program for predicting the service life of reinforced concrete structures exposed to chlorides. In conclusion, the proposed model would be promising to predict the chloride ion profile and to estimate the service life of RC structures.

• Journal of the Korean Institute of Telematics and Electronics
• /
• v.20 no.5
• /
• pp.50-55
• /
• 1983

A comprehensive study of the electrical properties of low-dose Si implants in Cr-doped GaAs substrates has been made using the Hall-effect/sheet-resistivity measurement technique for various ion doses and annealing temperatures. The samples were implanted at room temperature and annealed with silicon nitride encapsulants in a hydrogen atmosphere for 15 minutes. H-type layers were produced at all dose levels investigated, and the optimum annealing temperature was 850$^{\circ}C$ for all doses. The highest electrical activation efficiency was 89% for Cr-doped GaAs substrates. Depth profiles of carrier concentrations and mo-bilities are highly dependent upon ion dose and annealing temperature. Significant im-plantation damage still remains after an 800$^{\circ}C$ anneal, and a 900$^{\circ}C$ anneal produces signi-ficant outdiffusion as well as indiffusion of the implanted Si ions.

• Proceedings of the Korean Institute of Surface Engineering Conference
• /
• 2017.05a
• /
• pp.109-109
• /
• 2017

알지네이트 하이드로 젤은 해조류에서 추출되는 천연 고분자인 알지네이트가 칼슘 또는 마그네슘 양이온과 이온가교(Ioninc cross linking)를 형성할 때 알지네이트의 고분자 구조가 칼슘, 마그네슘 양이온을 감싸면서 형성되는 고분자이다. 알지네이트 하이드로 젤은 높은 생체적합성(Biocompatibility)으로 인해 세포 재생을 위한 조직공학 및 재생의학, 약물전달 등의 제약 관련 분야에 광범위하게 적용될 수 있는 물질로 많은 연구가 이루어지고 있다. 본 연구에서는 마이크로 플루이딕 칩을 이용하여 알지네이트 튜브를 제조하였다. 먼저 유동 포커싱 방식(flow focussing)을 유도할 수 있는 PDMS(Polydimethylsiloxane) 마이크로 플루이딕 칩을 제조하였다. 마이크로 플루이딕 칩은 CNC(Computer Numeric Control) milling machine을 이용한 template를 만들고 NOA mold를 이용하여 최종 PDMS 칩을 제작하였다. 튜브를 만들기 위한 마이크로 채널은 내부 채널 ($200{\times}200um$), 중간 채널 ($200{\times}200um$) 및 외부 채널 ($200{\times}200um$)로 구성되며 내부, 중간, 외부의 유체가 합류하는 수집채널은 폭 500 um, 깊이 200 um로 구성되었다. 운반체로는 5%의 acetic acid를 함유한 mineral oil를 이용하였으며 내부의 core flow는 $H_2O$로 하였다. 중간 유체인 2% 알지네이트 프리폴리머는 칼슘 이온의 존재 하에서 젤화 과정이 매우 빠르기 때문에 마이크로 채널 내부에서의 반응을 제어하고 막힘을 방지하기 위해 수용성 복합 칼슘-에틸렌 디아민 테트라 아세트산 (EDTA)을 사용하였다. 본 마이크로 플루이딕 칩에 각각의 유체를 이동시켰을 때, 운반체인 oil phase의 수소이온은 중간 유체인 알지네이트 프리폴리머와의 계면을 통해 확산되어 Ca-EDTA 복합체로부터 칼슘 양이온의 방출을 유발하게 된다. 방출된 칼슘 양이온은 알지네이트 고분자와의 이온 가교를 통해 알지네이트 하이드로 젤을 형성하여, 각 유체의 flow에 따라 알지네이트 튜브를 쉽고 빠르게 제조 가능하였다. 본 연구에서 제조된 알지네이트 튜브는 인체 내 장기간 약물 전달을 위한 나노섬유로 활용하거나 인공혈관을 구성하는 extracellular matrix로 활용될 잠재력을 가지고 있어 추후 활발한 연구개발이 진행될 예정이다.

• Proceedings of the Korea Concrete Institute Conference
• /
• 2008.04a
• /
• pp.513-516
• /
• 2008

In this study the prediction model of Chloride Ion progress rate of concrete using steel powder as an addition is developed, in which the reduction of not only the diffusion rate of $Cl^-$ but also the corrosion rate by replenishment of pore by corrosion products. The model is based on the diffusions of $Cl^-$ and its reaction with $Fe^{2+}$, in chloride attack progression region. The model can also explain the characteristics of chloride ion permeation resistance of concrete that the matrix is densified due to corrosion products. The prediction by the model agreed well the experimental data in which the concrete using steel powder, and it showed the lower rate in long-term age to Chloride Ion progress rate than the concrete without steel powder. Consequently the model can predict Chloride Ion progress rate of concrete exposed in the atmosphere regardless of the water-to-cement raito, the amount of the content of steel powder, etc.

• Journal of the Korean Recycled Construction Resources Institute
• /
• v.5 no.2
• /
• pp.152-159
• /
• 2017

In marine environment, the durability of concrete and reinforcing steel is known to be deteriorate by the permeation of chloride ion into concrete. In this study the conductive photocatalyst was used to improve the seawater corrosion resistance of the concrete and steel. Mortar and concrete samples were prepared by mixing with various amounts of conductive active carbon and photocatalytic powder($TiO_2$). The compressive strength of concrete was decreased with the increase of the amount of conductive carbon powders. The samples containing conductive carbon and photocatalytic powders showed the superior seawater corrosion resistance compared with the ordinary sample, which was verified by XRF analysis showing the concentration of chloride ion($Cl^-$) of mortars and concretes. The inhibitive effect of photocatalyst against chloride attack was discussed with the diffusion coefficient of chloride ion into mortar and concrete.