• 대한치과교정학회지
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• 제13권1호
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• pp.45-62
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• 1983

To recognize the problems in malocclusion by roentgenocephalograms, the author designed a new pentagonal frame based on maxillary and mandibular bones. The subjects consisted of 44 normal occlusions (20 male and 24 female), 44 Class II division 1 malocclusions (15 male and 29 female) and 67 Class III malocclusions (31 male and 36 female). The results are as follows; 1. In normal group, the maxillary and mandibular skeletons of female we placed more closely to FH plane, so more anteriorly and upward than those of male. 2. In normal group, the posterior vertical height is longer in male than in female and the upper anterior teeth of female are in more labioversion than those of male. 3. By the X, Y coordinate values in pentagonal frame, it is helpful to recognize certain problems in malocclusions. 4. The posterior vertical height is a good indicator in detecting Angle's Class III malocclusion. 5. The maxillary and mandibular body length, the anterior point of maxillary and mandibular body length and the axial inclination of upper and lower anterior teeth can be useful in discerning Angle's Class II & Class III malocclusion.

• 대한치과교정학회지
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• 제22권1호
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• pp.159-168
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• 1992

To predict eruptive path of maxillary canine, 13 male and 11 female malocclusions were longitudinally studied for 4 years. And to study frequency and distribution of impaction of maxillary canine, 1500 malocclusions were studied. The path, velocity and duration of maxillary canine eruption were determined by periodic angular and linear measurement using periodic orthopantomograms and cephalograms. The following results were obtained. 1. Maxillary canine was erupted with $14.5^{\circ}$ distal tipping from initial stage $98.1^{\circ}$ to final stage $83.6^{\circ}$ of axial inclination on orthopantomogram. 2. Eruptive velocity of maxillary canine was fastest on stage 4, and mean eruptive velocity was 10.5mm per year on stage 4. 3. Eruption of maxillary canine was completed 12 year 5 months in male and 11 years 8 months in female. 4. To predict the duration for eruption completion by position of maxillary canine on cephalogram, regression equation was obtained. 5. Frequency of impaction of maxillary canine was 1.47% in malocclusion and more frequent in male. Distribution of buccal and palatal, right and left impaction was no different, but unilateral impaction was more frequent.

• 동력기계공학회지
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• 제4권4호
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• pp.25-31
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• 2000

This paper represents the vector fields and three dimensional mean velocities in the X-Y plane of cone type swirl gas burner measured by using X-probe from the hot-wire anemometer system. This experiment is carried out at flowrate 350 and $450{\ell}/min$ respectively in the test section of subsonic wind tunnel. The vector plot shows that the maximum axial mean velocity component is focused in the narrow slits distributed radially on the edge of a cone type swirl burner, for that reason, there is some entrainment of ambient air in the outer region of the burner and the rotational flow can be shown in the inner region of the burner because mean velocity W is distributed about twice as large as mean velocity V due to inclined flow velocity ejecting from the swirl vanes of a cone type baffle plate of burner. Moreover, the mean velocities are largely distributed near the outer region of burner within $X/R{\fallingdotseq}1.5$, hence, the turbulent characteristics are anticipated to be distributed largely in the center of this region due to the large inclination of mean velocity and swirl effect.

• Geomechanics and Engineering
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• 제5권6호
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• pp.499-517
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• 2013

In order to investigate shear behavior of granular materials due to excavation and associated unloading actions, load-controlled plane strain compression tests under decreasing confining pressure were performed under drained conditions and the results were compared with the conventional plane strain compression tests. Four types of granular material consisting of two quartz sands and two glass beads were used to investigate particle shape effects. It is clarified that macro stress-strain behavior is more easily influenced by stress level and stress path in sands than in glass beads. Development of localized deformation was analyzed using photogrammetry method. It was found that shear bands are generated before peak strength and shear band patterns vary during the whole shearing process. Under the same test condition, shear band thickness in the two sands was smaller than that in one type of glass beads even if the materials have almost the same mean particle size. Shear band thickness also decreased with increase of confining pressure regardless of particle shape or size. Local maximum shear strain inside shear band grew approximately linearly with global axial strain from onset of shear band to the end of softening. The growth rate is found related to shear band thickness. The wider shear band, the relatively lower the growth rate. Finally, observed shear band inclination angles were compared with classical Coulomb and Roscoe solutions and different results were found for sands and glass beads.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2004년도 춘계학술대회
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• pp.1400-1405
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• 2004

Experimental study is performed to investigate the effect of heat load and operating temperature on the thermal performance of a heat pipe with screen mesh wick. The heat pipe was designed in 200 screen meshes, 500mm length and 12.7mm O.D tube of copper, water as working fluid(4.8g) and nitrogen as non-condensible gas(NCG). The heat pipe used in this study has evaporator, condenser and adiabatic section, respectively. Experimental data of axial wall temperature distribution is presented for heat transport capacity, the temperature of cooling water of condenser, inclination angle, and operating temperature. For the results from this study, it is found that, for the same charging mass of working fluid, the initial operating temperature and the overall wall temperatures of heat pipe are higher for NCG charging mass of $5.0{\times}10^{-6}kg$ and $3.4{\times}10^{-6}kg$, than that of $1.0{\times}10^{-6}kg$.

• 태양에너지
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• 제12권2호
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• pp.9-17
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• 1992

This is an experimental work concerning about an application of a heat pipe to an evacuated-glass-tube solar collector system. A methanol heat pipe with length of 0.7 m and diameter of 8 mm was manufactured and tested to compare its performance with that of freon thermosyphon which was originally used in a solar collector system fabricated at Thermomax Co.. Then this methanol heat pipe was utilized to be one component, i.e. heat transfer element, of the present experimental model of a solar collector. This model was performed the operation test as its absorber plate was irradiated by infrared lamps. The following results were obtained. (1) The methanol heat pipe was showed a stable operation when the variation of axial heat transport was $0{\sim}40$ watts and that of inclination angle was $30{\sim}90^{\circ}$. (2) The heat transport capability of the heat pipe was proved to be higher than that of the thermosyphon, because the heat transport limitation of the latter was occured at about 30 watt. (3) The heat pipe in a solar collector was also showed good performance as it transmitted absorbed energy.

• 설비공학논문집
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• 제20권10호
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• pp.689-695
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• 2008

Experimental study has been performed to investigate the influence of non-condensible gas(NCG) charged mass on the thermal performance of a variable conductance heat pipe(VCHP) with screen mesh wick. The VCHP is furnished by screen mesh number 200 for the pipe outer diameter of 12.7mm and the pipe length of 500 mm. The VCHP is filled with water as working fluid of 4.8g and nitrogen as NCG and has evaporator, condenser and adiabatic section, respectively. For the results from experiment, it is found that, for the same charged mass of working fluid, the overall wall temperatures of heat pipe grows up with increasing NCG charged mass. The variation of operating temperature of VCHP reduces with increasing NCG mass. In addition, the profile of axial wall temperature distribution is presented for heat transport capacity of heat pipe, the temperature of cooling water of condenser, inclination angle, and operating temperature.

• 한국공간구조학회논문집
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• 제22권1호
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• pp.17-24
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• 2022

Currently, the construction trend of high-rise structures is changing from a cube-shaped box to a free-form. In the case of free-form structures, it is difficult to predict the behavior of the structure because it induces torsional deformation due to inclined columns and the eccentricity of the structure by the horizontal load. For this reason, it is essential to review the stability by considering the design variables at the design stage. In this paper, the position of the weak vertical member was analyzed by analyzing the behavior of the structure according to the change in the core position of the twisted high-rise structures. In the case of the shear wall, the shear force was found to be high in the order of proximity to the center of gravity of each floor of the structure. In the case of the column, the component force was generated by the axial force of the outermost beam, so the bending moment was concentrated on the inner column with no inclination.

• 한국지반공학회논문집
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• 제20권5호
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• pp.87-98
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• 2004

본 연구에서는 현장타설말뚝에 보강재를 정착시킴으로써 주변지반의 강성을 높이고 보강재의 저항력에 의해 지지력을 향상시키기 위한 연구를 수행하였다. 보강형 및 무보강 현장타설말뚝에 대하여 보강효과에 영향을 미치는 인자들인 보강재의 단수, 경사, 배열에 따른 일련의 실내모형실험 및 3차원 수치해석을 수행하였다. 또한 보강효과의 검증과 실제 현장에서의 적용성을 알아보기 위하여 현장재하시험을 수행하였다. 실내모형실험 및 수치해석 결과, 보강재3단, 8개, 40$^{\circ}$ 경사의 교차배열에서 최적의 보강효과가 발현됨을 알 수 있었다. 1/8 모형재하실험에서는 압축, 인발, 수평 모두 보강재에 의한 지지력 증가효과가 나타났으며, 변위 25mm를 기준으로 압축 및 수평실험에서는 100% 이상의 보강효과가 나타났다. 또한 무보강 현장타설말뚝의 하중 단계에 따른 변위와 주면마찰력 검토결과, 철탑기초와 같은 대규모 현장타설말뚝 설계 시 사용되는 주면마찰력 값인 풍화암 10t/$\textrm{m}^2$, 연암 15t/$\textrm{m}^2$ 보다 큰 주면마찰력 값을 얻을 수 있었다. 1/2 모형재하실험에서는 약 25m의 변위가 발생하였을 때 인발하중 650ton에서 파괴가 일어났으며, 약 22%의 보강재에 의한 지지력 증가효과가 있는 것으로 나타났다.

• 한국지반공학회논문집
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• 제19권2호
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• pp.207-216
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• 2003

본 연구에서는 철탑의 기초로 사용이 증가되고 있는 현장타설말뚝의 크기를 줄이기 위한 방안으로 말뚝주면에 가시모양의 보강재를 타설.정착시켜 지지력을 증가하는 보강형 현장타설말뚝에 대한 수치해석적 연구를 수행하였다. 보강재에 의한 지지력 증가효과의 크기를 정량적, 정성적으로 알아보기 위해 풍화토, 풍화암, 연암지반 등 국내의 대표적 지반을 대상으로 보강재의 단수, 경사 및 위치 등을 변화시켜 해석을 실시하였다. 보강재 단수변화의 경우, 풍화암과 연암지반에서는 단수증가에 따라 비례적으로 보강효과가 증가하였지만 풍화토의 경우 단수의 증가에 따라 보강효과 증가율이 작아지는 결과가 나타났다. 위치변화의 경우, 수평하중재하시 보강재가 상단에 위치한 경우가 하중을 직접적으로 지지하기 때문에 가장 보강효과가 좋은 것으로 나타났지만 압축, 인장하중의 경우 큰 차이가 나타나지 않았다. 경사변화의 경우, 연직하중일 때는 보강재 전 길이에 걸쳐 축력이 최대로 발휘되는 60$^{\circ}$의 경사일 때 보강효과가 가장 크게 나타났다. 하지만 수평하중일 때는 하중재하 방향과 일치하는 0$^{\circ}$에서 보강효과가 전반적으로 좋게 나타났다.