• 대한의용생체공학회:의공학회지
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• 제10권3호
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• pp.237-242
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• 1989

The physical properties and drug release behaviours of polyethylene glycol grafted poly ${\gamma}$- benzyl L-glutamate (PEG- g- PBLG), polyethylene glycol crosslinked poly ${\gamma}$-benzyl L- glutamate(PEG-c-PBLG), and PBLG homopolymer are compared. PBLG containing PEG segements showed higher wettability and larger enlongation than PBLG homoplymer, but lower elastic modulus. The release rate of rhodamine is strongly influenced by the wettability of the polymer. Rhodamine is more rapidly released from PEG-c-PBLG membrane having a larger water contact angle than from other polymer having a lower water contact angle. The surfaces of PBLG derivative membranes are modified by substitution reaction using hydroxyalkylamine. The resulting polymer membranes showed hider wettability and swelling ratio than virgin membranes.

• Structural Engineering and Mechanics
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• 제24권1호
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• pp.51-62
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• 2006

Differential transform method (DTM) for free vibration analysis of both ends simply supported beam resting on elastic foundation is suggested. The fourth order partial differential equation for free vibration of the beam resting on elastic foundation subjected to bending moment, shear and axial compressive load is obtained by using Winkler hypothesis and small displacement theory. It is assumed that the material is linear-elastic, and that axial load and modulus of subgrade reaction to be constant. In the analysis, shear and axial load effects are considered. The frequency factors of the beam are calculated by using DTM due to the values of relative stiffness; the results are presented in graphs and tables.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 1992년도 봄 학술발표회 논문집
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• pp.7-12
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• 1992

The variable node plate bending element, ie, the element with one or two additional mid-side nodes is used in the analysis of mat foundation to generate the nearly ideal grid model in which more nodes are defined near the column location. The plate bending element used in this study is the one based on Mindlin/Reissner plate theory with substitute shear strain field and the nodal stresses of that element are obtained by the local smoothing technique. The interaction of the soil material with the mat foundation is modeled with Winkler springs connected to the nodal points in the mat model. The vertical stiffness of the soil material are represented in terms of a modulus of subgrade reaction and are computed in the same way as to the computation of consistent nodal force of uniform surface loading. Several mesh schemes were proposed and tested to find the most suitable scheme for mat foundation analysis.

• 한국지반공학회지:지반
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• 제2권2호
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• pp.37-46
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• 1986

본 연구는 사질토 지반내의 정적수평재대 pile의 거동을 예측하기 위해 g-y curve와 유한요소 비법에 의한 수치해석방법을 개발하기 위해 수행되었다. Winkier model에 의한 반력과 P-y curve에 의한 반력이 일치하는 soil modulus를 반복계산에 의하며 산정하였다. 유한요소기법에 의하여 각 절점간의 상호영향을 직접 고려할 수 있었다. 이 전산 Program을 과양제철소의 현장실측자료에 적용 하여 본 해석방법의 적합성을 검토하고 그 결과를 분석하였다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 춘계 학술발표회
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• pp.489-494
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• 2010

A geo-composite soil (GCS) is a stabilized mixture of bottom ash, cement and dredged soil. Various samples with different mass ratios of mixtures were tested under curing time of 7 and 28 days to investigate physical properties and compressive strength. This paper focused on the effect of bottom ash on the strength characteristics of Busan marine dredged soil. Cement has been added as an additive constituent to enhance self-hardening of the blended mixture. The unconfined compressive strength of GCS increases with an increase in curing time due to pozzolanic reaction of the bottom ash. The strength after 28 days of curing is found to be approximately 1.3 to 2.0 times the strength after 7 days of curing, regardless of mixture conditions. The secant modulus of GCS is in the range of 55 to 134 times the unconfined compressive strength. The correlation of unconfined compressive strength with bottom ash content and initial void ratio are suggested.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1999년도 봄 학술발표회 논문집(I)
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• pp.52-57
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• 1999

The aimed of this study is to analyze the qualities of foundry waste sand and the basic physic of the concrete mixed with the foundry waste sand, as a way of study for reusing the foundry waste sand disused in the foundry as the fine aggregate for concrete. According to the experimental results, the foundry waste sand is composed of silica ore whose main ingredient is SiO2 and doesn't produce harmful objects of hydration reaction, and the fluidity of concrete shows a decline with the increase of replacement ratio of foundry waste sand, and the compress strength, the tensile strength, the elastic modulus of concrete containing foundry waste sand are improved at the replacement rate of 25%.

• 한국염색가공학회지
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• 제15권2호
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• pp.76-85
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• 2003

In this study, a continuous stabilization process is used to make high-performance carbon fiber from polyacrylonitrile(PAM)-based fibers. The effect of oxygen content of PAN-based fiber on the stabilization process and the properties of the resultant carbon fibers is investigated. In order to research the progress of stabilization reaction FT-IR, elemental analysis, density, DSC, etc are used. Stabilization is carried out in air atmosphere from the 200 to $300^\circ{C}$ temperature range. An increase of PAN-based fibers diameter reduces the oxygen content during the continuous stabilization process. A higher oxygen content increase the density, tensile strength and modulus in the resultant carbon fibers. The most appropriate oxygen content in the stabilized fiber should be about 12%. Fibers having more than 2% oxygen content yield carbon fibers with inferior properties. Those carbon fibers also have sufficient commercial availability.

• 한국세라믹학회지
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• 제40권7호
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• pp.667-671
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• 2003

테이프 캐스팅법을 이용하여 알루미나/지르콘(반응결합 뮬라이트/지르코니아 유도)을 내부층으로 하고 알루미나/지르코니아 혹은 뮬라이트/지르코니아를 외부층으로 하는 산화물 층상 복합체를 고온가압소결법으로 제조하였다. 나노압입시험법을 이용하여 층상 산화물 복합체의 기계적 성질(경도 및 탄성계수)을 측정하고, SEM을 통하여 복합체의 미세구조를 관찰하였다. 산화물 층상 복합체의 제조를 위한 가열·냉각시 유도된 구성 산화물간의 열팽창 계수의 차이로 인하여 생성된 잔류응력을 하중-변위곡선을 이용하여 확인할 수 있었다.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2016년도 추계 학술논문 발표대회
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• pp.83-84
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• 2016

Surplus water inside a concrete other than moisture that is used for hydration of the cement affects the physical properties of the concrete (modulus of elasticity, compressive strength, drying shrinkage, and creep) by drying. Changes in temperature and humidity inside a concrete has correlation with the movement speed and reaction rate of deterioration factors such as carbon dioxide and chloride ions. In this study, comparison was performed between temperature and relative humidity inside the concrete and meteorological data for exposure environment through measurement at the site for two years. Surface temperature of the concrete (depth 1cm) was measured higher by 6℃ during the summers, while it was measured lower by 2℃ during the winters due to solar radiation, wind, and radiation cooling. As for relative humidity, change was large in the depth of 1cm, while more than 85% was maintained in the depth of 10cm.

• 세라미스트
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• 제22권4호
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• pp.381-392
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• 2019

Recently, demands for lithium-ion batteries (LIB) in various fields are increasing. In particular, understanding of the reaction mechanism occurring at the electrode-electrolyte surface/interface is significant for the development of advanced LIBs. Meanwhile, research and development of LIBs highly requires a new specific characterization approach. For example, atomic force microscopy (AFM) has been utilized to the LIB research field for various purposes such as investigation of topography, electrochemical reactions, ion transport phenomena, and measurement of surface potential at high resolution. Advances in the AFM analysis have made it possible to inspect various material properties such as surface friction and Young's modulus. Therefore, this technique is expected to be a powerful method in the LIB research field. Here, we review and discuss ways to apply AFM to LIB studies.