• Journal of Welding and Joining
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• 제17권3호
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• pp.36-43
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• 1999

The effect of Si content in welding wires on spattering characteristics and droplet transfer phenomena was studied. In MAG welding using 80% Ar-20% $CO_2$ shielding gas, spattering characteristics and droplet transfer phenomena were varied with Si content of wire. With increasing Si content, the spattering ratio and the ratio of large size spatter $(d\geq1.0mm)$ were increased. The increase of Si content in molten metal made surface tension increase due to reduction of oxygen content, which resulted from deoxidizing action of silicon. The increase of surface tension resulted in unstable transfer phenomena and arc instability in both short circuit and spray region. With changing Si content of wire, spattering characteristics and droplet transfer phenomena was directly influenced by the variation of surface tension, compared with the effect of arc stability.

• 한국세라믹학회지
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• 제31권8호
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• pp.902-910
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• 1994

Residual stress measurements were made for cylindrical glass rods to compare experimental results with the calculated values obtained by Instant Freezing Model. According to the photoelastic measurements, the stress ratio of surface compression and center tension was increased from 1.4 to 2.0 as the heat-treatment temperature was lowered, the fictitious forzen temperature was found to be closer to the heat-treatment temperature and the fictitious coefficient was increased.

• 한국미생물·생명공학회지
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• 제48권1호
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• pp.48-56
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• 2020

This study aimed to optimize the culture conditions to improve the crude biosurfactant activity of Bacillus pumilus IJ-1, using a 3³ full-factorial design of response surface methodology (RSM). It was found that submerged fermentation of B. pumilus improved the activity of the crude biosurfactant. The factors selected for optimization were NaCl concentration, temperature, and tryptone concentration. Response surface analysis revealed that the fitted quadratic model was statistically significant and produced an adequate R² value (0.9898) and a low probability value (<0.0001). The optimum level for each factor was found to be 0.567% (w/v) NaCl, 21.851℃ and 0.765% (w/v) tryptone, respectively. Crude biosurfactant activity was found to be most affected by tryptone concentration; then temperature, and finally NaCl concentration. Our results may potentially facilitate large-scale biosurfactant production from B. pumilus IJ-1.

• Biotechnology and Bioprocess Engineering:BBE
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• 제10권6호
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• pp.494-499
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• 2005

The chemical, physical, and emulsifying properties of BSF-1, which is an extracellular lipopolysaccharide biosurfactant produced by Klebsiella oxytoca strain BSF-1, were studied. BSF-1 was found to be composed mainly of carbohydrate and fatty acids. The average molecular weight was $1,700{\sim}2,000 kDa$. The polysaccharide fraction contained L-rhamnose, D-galactose, D-glucose, and D-glucuronic acid at a molar ratio of 3:1: 1:1. The fatty acid content was 1.1 % (w/w) and consisted mainly of palmitic acid (C16:0), 3-hydroxylauric acid (3-OH-C12:0), and lauric acid (C12:0). In terms of thermal properties, BSF-1 was revealed to have inter- and intra-molecular hydrogen bonds. The hydrodynamic volume (intrinsic viscosity) of BSF-1 was 22.8dL/g. BSF-1 could be maintained as a stable emulsion for 48 h through a low-level reduction in surface tension. The optimal emulsification temperature was $30^{\circ}C$. Emulsification by BSF-1 was efficient at both acidic and neutral pH values.

• 한국산학기술학회논문지
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• 제13권9호
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• pp.4277-4283
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• 2012

고장력볼트 마찰이음에서 접촉면의 표면상태에 따라 다양한 값을 갖는 미끄러짐계수는 볼트의 축력과 미끄러짐하중에 의해 결정되어진다. 또한 접촉면적은 미끄러짐하중에 영향을 미치게 되므로 볼트구멍에 따라 변하는 접촉면적은 미끄러짐계수와 상관관계를 갖게 된다. 본 연구에서는 부재의 종류, 볼트의 직경 및 볼트구멍의 크기에 따른 미끄러짐계수와 미끄러짐하중의 변화를 파악하기 위하여 32개의 시험편을 제작하여 휨시험 및 인장시험을 실시하였다. 과대볼트구멍으로 제작된 시험편의 미끄러짐하중은 표준볼트구멍으로 제작된 미끄러짐하중의 80%이상의 강도를 발휘하였으며 설계 미끄러짐강도를 상회하였다. 또한 과대볼트구멍으로 제작된 시험편과 표준볼트구멍으로 제작된 시험편의 순단면적비와 미끄러짐비간에는 상당한 상관성을 가지는 것으로 나타났다. 그러나 시험결과가 각 시험체에 따라 다소의 차이를 보이는 것은 미끄러짐계수의 중요한 파라메타인 고장력볼트의 도입축력이 감소하기 때문인 것으로 판단된다. 볼트구멍 크기의 증가는 미끄러짐 계수 뿐 아니라 볼트 축력의 감소를 야기시키므로 설계강도의 감소를 초래하는 것은 자명한 사실이지만 외국의 경우와 같이 구조적 안정을 위협하지 않는 범위 내에서 볼트구멍에 대한 규정에 유연성을 갖는 것도 시공성과 효율성에 긍정적인 요소가 될 것으로 기대된다.

• International Journal of Fluid Machinery and Systems
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• 제7권1호
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• pp.1-6
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• 2014

The propellant acquisition vane (PAV) is a key part of a vane type surface tension propellant management device (PMD), which can manage the propellant effectively. In the present paper, the fluid transportation behaviors for five PAVs with different sections were investigated by using microgravity drop tower test. Further, numerical simulation for the propellant flow in a PMD under microgravity condition was also carried out based on VOF model, and showed the similar flow pattern for PAVs to the experiment. It is noted that the section geometry of PAVs is one of the main factors affecting the fluid transportation behavior of PMD. PAVs with bottom length ratio of 5/6 and 1/2 have larger propellant transportation velocity. Based on the experiments, there were two stages during the process of propellant transportation under microgravity environment: liquid relocation and steady transportation stage. It is also recognized that there is a linear correlation between liquid transportation velocity and relative time's square root. Those results can not only provide a guideline for optimization of new vane type PMDs, but also are helpful for fluid control applications in space environment.

• 한국식품과학회지
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• 제19권3호
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• pp.225-230
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• 1987

기포분리 조작을 이용하여 소 혈청 단백질의 분리농축 현상을 전기영동 패턴에 의하여 분석하였다. 기포분리가 이루어지는 소 혈청 단백질 농도범위는 $20{\mu}g/ml$ $800{\mu}g/ml$이었으며 용액의 pH5부근에서 기포분리액의 부피는 최대가 되며 단백질 농축율은 최소치를 기록하였다. 기포분리 온도가 높아질수록 분리액의 부피는 감소하고 농축율은 증가하였으며, 가스유입속도가 25ml/min에서 100ml/min으로 증가 할 수록 기포분리액의 부피는 감소하고 농축율은 증가하였다. 염을 첨가할 때 이온강도 $1{\sim}3$부근에서 농축율은 최대치를 나타내었으며 이는 표면장력의 저하효과와 관계가 있었다. 일반적으로 소수성이 분자량이 작은 BSA, ${\alpha}_1$, 및 ${\alpha}_2-globulin$ 분획이 선택적으로 기포 분리 되는 경향을 나타내었으며 단백질 분획의 이동은 pH, 분리온도 가스유입속도, 첨가한 염의 이온강도 등에 따라 다르게 나타났다.

• Computers and Concrete
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• 제22권2호
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• pp.167-182
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• 2018

The modeling of loss of bond between reinforcing bars (rebars) and concrete due to corrosion is useful in studying the behavior and prediction of residual load bearing capacity of corroded reinforced concrete (RC) members. In the present work, first the possibility of using different methods to simulate the rebars-concrete bonding, which is used in three-dimensional (3D) finite element (FE) modeling of corroded RC beams, was explored. The cohesive surface interaction method was found to be most suitable for simulating the bond between rebars and concrete. Secondly, using the cohesive surface interaction approach, the 3D FE modeling of the behavior of non-corroded and corroded RC beams was carried out in an ABAQUS environment. Experimental data, reported in literature, were used to validate the models. Then using the developed models, a parametric study was conducted to examine the effects of some parameters, such as degree and location of the corrosion, on the behavior and residual capacity of the corroded beams. The results obtained from the parametric analysis using the developed model showed that corrosion in top compression rebars has very small effect on the flexural behaviors of beams with small flexural reinforcement ratio that is less than the maximum ratio specified in ACI-318-14 (singly RC beam). In addition, the reduction of steel yield strength in tension reinforcement due to corrosion is the main source of reducing the load bearing capacity of corroded RC beams. The most critical corrosion-induced damage is the complete loss of bond between rebars and the concrete as it causes sudden failure and the beam acts as un-reinforced beam.

• 한국농공학회지
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• 제20권2호
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• pp.4645-4687
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• 1978

This study was attempted to investigate the mechanical properties of concrete and crack control effects of reinforced concrete with steel and glass fiber. The experimental program includes tests on the properties of fresh concrete containing fibers, compressive strength, tensile strength, flexural strength, Young's modulus, Shrinkage and deformation of steel or glass fiber reinforced concrete. Also this study was carried out to investigate the effect of steel or glass fiber to retard the development in reinforced concrete subject to uniaxial tension and thus facilitate the use of steels of higher strength. The major conclusions that can be drawn from the studies are as follows: 1. The effect of the fibers in various mixes on fresh concrete confirmed that fibers do have a significant effect on the properties of fresh concrete, bringing much more stable and exhibiting a signiflcant reduction in surface bleeding, and that the cohesion is greatly improved and the internal resistance increases with fiber concentration. But the addition of an excess contents and length of fibers brings about the reduction of workability. 2. With the addition of steel fibers(1.5% Vol.) to concrete, the compressive strength as compared with plain concrete showed a very slight increase, but excess addition, over 1.5% Vol. of steel and glass fiber reduced its strength. 3. Splitting tensile strength of fiber reinforced concrete showed a significant increase tendency, as compared with plain concrete. In case of containing steel fiber (2.5%, 30mm), it showed that the maximum increase rate of 1.48 times as much rate, and in case of containing glass fiber (2.5%, 30mm), the increase rate of strength was 1.25 times as much rate. 4. Flexural strength of fiber reinforced concrete showed a significant tendency, as compared with plain concrete. Containing steel fiber (2.5%, 30mm) showed the maximum increase rate of 1.64 times as much rate and containing glass fiber (2.5%, 30mm) showed the increase rate of strength of 1.32 times as much rate, and in general, the 30mm length brougth the best results. 5. The strength ratio ($\sigma$b/$\sigma$c and $\sigma$t/$\sigma$c) increased, when steel fiber's average spacing was up to 3.05mm, but decreased when beyond 3.05mm, and it was confirmed that tensile or flexural strengths of steel fiber reinforced concrete are apparently governed by fiber's average spacing. 6. The compressive strain of fiber reinforced concrete showed a significant increasing tendency as the fiber was added, but Young's modulus. with the addition of steel and glass fibers, showed a slight decrease tendency. And according to the increase of flexural strength, a considerable increase was seen in toughness. 7. With the addition of fiber's the shrinkage of concrete was significantly decreased, in both case of adding steel fibers 12.5%, 30mm, and showed a significant decrease ratio, in average 30.4% and 36.7%, as compared with plain concrete. 8. With the increase of fiber volume fraction and length, the gained stress in reinforcing bar in concrete specimens increased in all crack widths, but at different rates, with the decrease of fiber diameter, the stress showed a considerable increasing tendency. And the duoform steel fibers showed the greatest improvement, as compared with the other types tested. 9. The influence of fiber dimensions in order of significanse on the machanical properties of concrete and the crack control of reinforced concrete was explained as follows: content, length, aspect ratio and dimeter.

• Composites Research
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• 제30권2호
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• pp.116-125
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• 2017

본 연구의 목적은 고온 산화성 분위기하에서 기계적물성이 우수한 탄화규소섬유(SiC Fiber)를 파일롯-규모로의 생산 제조공정을 개발하는 것이다. 프리세라믹 전구체로서 폴리카보실란(PCS)을 사용하여 탄화규소섬유를 제조하였다. 연속성의 PCS 섬유는 $300{\sim}350^{\circ}C$에서 PCS를 용융한 후에 용융방사로부터 얻었다. 열처리 전에 섬유의 불융화를 위하여 공기 분위기하에서 경화를하였다. 경화 전, 후에 측정한 FT-IR 스펙트라 피크로 부터 경화도를 계산하였다. 탄화규소섬유의 물성은 경화도에 따라 크게 영향을 받았다. 본 개발에서 열처리 중 섬유의 장력 조절로 우수한 물성을 갖는 탄화규소섬유를 얻었다. 탄화규소섬유의 화학조성과 기계적물성은 안정화섬유의 열처리시의 이송속도에 영향을 받았다. 탄화규소섬유를 공기분위기하 $1000^{\circ}C$에서 1분부터 50시간까지 노출한 후에 인장시험을 수행하였다. 그 결과 인장강도는 약 60%까지 감소함을 보여주었다. 장시간 노출시험시 낮은 인장 강도값을 나타내는 섬유는 화학성분 분석시 섬유의 표면에 많은 탄소량을 함유하고 있었다.