• 한국재료학회지
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• 제17권6호
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• pp.313-317
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• 2007

In-situ micro-channeled multi tubular solid oxide fuel cell(SOFC) was fabricated using multi-pass extrusion process with out side diameter of 2.7 mm and active length of 5 mm that contained 61 individual cells. Cell materials used in this work were NiO-YSZ (50 : 50 vol.%), 8 mol% yttria-stabilized zirconia(8YSZ), $La_{0.8}Sr_{0.2}MnO_3(LSM)$ as anode, electrolyte, and cathode, respectively. The arrangement of each electrode and electrolyte layer in green bodies showed uniformity and integrity after extrusion and sintering. The XRD analysis confirmed that no reaction phases appeared and the microstructure of the electrolyte was fairly dense (relative density > 96%) after sintering.

• 한국가금학회지
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• 제26권3호
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• pp.171-177
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• 1999

This study was conducted for the histological observation of the infundibulum of the oviduct of the laying Korean native pheasants. The results are as follows : 1. The infundibular wall is composed of the epithelium, lamina propria, muscle layer(inner circular and outer longitudinal muscle), and serosa. The funnel lip is divided into the inner, and outer lip of the epithelium and muscle layer. 2. The epithelium of the funnel lip and most region of the cranial part of the funnel are composed of ciliated columnar cells. In the surface and lateral part of the folds, ciliated cells and non-ciliated secretory cells tend to alternate in the epithelium of the caudal funnel and the necks, but are also found in groups of the simple cuboidal epithelium at the bases of the grooves between the ridges and tubular glands found in the subepithelium. 3. The secretory material of the non-ciliated secretory cills contains PAS-positive and alcian blue-positive granules, and these materials show purple colour in the basic fuchsin-methylene blue stain. 4. The cells of the glandular groove and tubular gland of the neck portion of the oviduct mostly show weak PAS-positive, and alcian blue stain negative reaction. The tubular gland cells of the infndibulum contain pink of purple colour granules, and without reaction in the anterior neck portion of the infundibulum in basic fuchsin and methylene blue stain.

• Bulletin of the Korean Chemical Society
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• 제35권8호
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• pp.2423-2430
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• 2014

Nitrogen-doped short tubular carbons (N-STCs) with big inner diameter have been successfully synthesized via carbonization of polydopamine (PDA) wrapped halloysite nanotubes (HNTs). The obtained N-STCs have average length of $0.3{\mu}m$ with big inner diameter (50 nm), thin wall (2-3 nm) and large surface area ($776m^2g^{-1}$), and show excellent electrochemical properties. As an example in electrochemical applications, N-STCs were used to electrochemically detect hydrogen peroxide ($H_2O_2$) and glucose. The results showed that the N-STCs modified glassy carbon (N-STCs/GC) electrode had much better analytical performance (lower detection limit and wider linear range) compared to the acid-treated carbon nanotubes (AO-CNTs) based GC electrode. The unique structure endows N-STCs the enhanced electrochemical performance and promising applications in electrochemical sensing.

• Corrosion Science and Technology
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• 제7권4호
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• pp.201-207
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• 2008

$CO_2$ corrosion product scales formed on 13 Cr tubing steel in autoclave and in the simulated corrosion environment of oil field are investigated in the paper. The surface and cross-section profiles of the scales were observed by scanning electron microscopy (SEM), the chemical compositions of the scales were analyzed using energy dispersion analyzer of X-ray (EDAX), X-ray diffraction (XRD) and X-ray photoelectron spectroscopy (XPS) to confirm the corrosion mechanism of the 13 Cr steel in the simulated $CO_2$ corrosion environment. The results show that the corrosion scales are formed by the way of fashion corrosion, consist mainly of four elements, i.e. Fe, Cr, C and O, and with a double-layer structure, in which the surface layer is constituted of bulky and incompact crystals of $FeCO_3$, and the inner layer is composed of compact fine $FeCO_3$ crystals and amorphous $Cr(OH)_3$. Because of the characteristics of compactness and ionic permeating selectivity of the inner layer of the corrosion product scales, 13 Cr steel is more resistant in $CO_2$ corrosion environment.

• 대한기계학회논문집A
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• 제21권6호
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• pp.884-895
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• 1997

The finite element analysis for the tubular alumina liner which was shrink-fitted into a heat treated high speed steel (HSS) sleeve and subjected to high inner pressure and high temperature was performed. The parameters for the analysis were the interference between the alumina and the HSS, the temperature, the inner pressure, the coefficient of friction between the alumina and the HSS, and the taper at the sleeve ends. From the analysis, it was found that the tensile hoop stresses were decreased when the end parts of the HSS sleeve were tapered and the tensile stresses were decreased as the coefficient of friction between the alumina and the HSS was decreased. Also it was found that the alumina might be used as the structural liner for high pressure and high temperature when it was shrink-fitted into a heat treated HSS sleeve.

• Computers and Concrete
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• 제26권4호
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• pp.343-350
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• 2020

Concrete-filled steel tubular (CFST) members have been widely used in engineering, and their tube diameters have become larger and larger. But there is no research on the thermal field of large-diameter CFST structure. These studies focused on the thermal field of the large-diameter CFST structure under solar radiation. The environmental factors and the actual placement position were considered, and the finite element model (FEM) of the thermal field of CFST members under solar radiation (SR) was established. Then the FEM was verified by practical experiments. The most unfavorable temperature gradient model in the cross-section was proposed. The testing results showed that the temperature field of the large-diameter CFST member section was non-linearly distributed due to the influence of SR. The temperature field results of CFST members with different pipe diameters indicated that the larger the core concrete diameter was, the slower the central temperature changed, and there was a significant temperature difference between the center and the boundary. Based on the numerical model, the most unfavorable temperature gradient model in the section was proposed. The model showed that the temperature difference around the center of the circle is small, and the boundary temperature difference is significant. The maximum temperature difference is 15.22℃, which appeared in the southern boundary area of the specimen. Therefore, it is necessary to consider the influence of SR on the thermal field of the member for large-diameter CFST members in actual engineering, which causes a large temperature gradient in the member.

• 한국해양환경ㆍ에너지학회지
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• 제17권1호
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• pp.36-41
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• 2014

부유식 해양구조물은 설계수명동안 파랑에 의한 압축력, 굽힘하중, 전단력 등의 작용으로 인해 좌굴이 발생할 가능성이 높다. 이는 부재의 면내 강성 저하를 유발하여 국부 구조물 뿐만 아니라 전체구조의 최종강도에도 영향을 미치게 된다. 본 연구에서는 부유식 진자형 파력발전장치의 수실부와 감쇠판을 연결하는 원통부재의 최종강도에 대해 조사하였다. 탄성좌굴해석을 통해 얻어진 1차 좌굴모드를 초기처짐으로 가정하여 탄소성대변형해석을 수행하였으며 최종강도 특성을 바탕으로 부유식 파력발전장치의 연결부인 원통부재의 최적설계인자를 도출하였다. 이를 통해, 원통부재의 직경을 크게하거나, 판의 두께를 두껍게 하는 방법과 보강재를 사용하여 단면적을 크게하는 것이 최종강도를 증가시킬 수 있음을 확인하였다.

• 한국강구조학회 논문집
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• 제27권1호
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• pp.119-129
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• 2015

강재량을 줄이면서도 풍하중의 영향을 완화시킬 수 있는 장점으로, 수평재로 서로 연결된 다수의 수직 원형강관으로 구성된 멀티기둥 풍력타워 시스템은 기존의 단일 실린더형 타워구조에 대한 대안으로 고려될 수 있다. 멀티기둥 타워를 하나의 타워구조로 거동하게 하기 위해서는 수직 강관과 수평 강관의 연결부인 강관조인트의 강도 확보가 중요하다. 본 연구에서는 멀티기둥에 적용될 수 있는 T 조인트의 강도평가를 수행하였다. AISC, Eurocode3, ISO 19902, CIDECT의 4가지 강관조인트 설계기준을 검토하고, 조인트에서 주강관과 지강관의 세장비에 대한 매개변수해석을 통하여 설계기준에서 제공되는 강도산정식의 타당성을 검토하였다.

• 한국산학기술학회논문지
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• 제15권3호
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• pp.1764-1769
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• 2014

본 논문에서는 기존의 단일대형강관 타워의 일부를 복수의 강관으로 대체한 멀티기둥-단일대형강관 하이브리드형식 풍력타워의 적용성을 평가하기 위하여 연결부의 성능을 수치해석적으로 평가하였다. 연결부의 형태는 멀티기둥의 단일대형강관 단부 관통 여부, 멀티기둥 하단부 날개 보강재의 유무 및 단일대형강관 내부 가로보 배치형식으로 구분하였다. 해석은 응력집중을 평가하기 위한 선형탄성해석과 극한강도을 평가하기 위한 재료 및 기하비선형 해석이 수행되었다. 수직력과 수평력에 대한 구조성능 분석 결과, 가로보 배치형식과 날개 보강재는 타워 구조계의 극한강도에 민감하게 영향을 주는 것으로 확인되었다.

• Structural Engineering and Mechanics
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• 제19권6호
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• pp.653-677
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• 2005

Concrete filled steel tubular columns (CFT) are widely used in civil engineering works, especially in large scale of works because of high strength, deformation, toughness and so on. On the other hand, as a kind of strengthening measure for seriously damaged reinforced concrete piers of viaduct in Hansin-Awaji earthquake of Japan in 1995, reinforced concrete piers were wrapped with steel plate. Then, a new kind of structure appeared, that is, reinforced concrete filled steel tubular column (RCFT). In this paper, compression test and bending-shearing test on RCFT are carried out. The main parameters of experiments are (1) strength of concrete, (2) steel tube with or without rib, (3) width-thickness ratio and (4) arrangement of reinforcing bars. According to the experimental results, the effect of parameters on mechanical characteristics of RCFT is analyzed clearly. At the same time, strength evaluation formula for RCFT column is proposed and tested by experimental results and existed recommendations (AIJ 1997). The strength calculated by the proposal formula is in good agreement with test result. As a result, the proposed evaluation formula can evaluate the strength of RCFT column properly.