• Progress in Superconductivity
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• 제5권1호
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• pp.75-79
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• 2003

YBCO films were deposited with various thicknesses from 100nm to 1.6$\mu\textrm{m}$ on single crystal $SrTiO_3$ substrates by pulsed laser deposition (PLD). The effects of different deposition conditions, especially different deposition rates by means of changing the pulsed laser frequency up to 200Hz, on the J$_{c}$ value were studied. For YBCO film with the thickness of 200nm, the $J_{c}$ value of $2.1MA/\textrm{cm}^2$ has been achieved under the high deposition rate of 3.2nm/s (190nm/min). The $J_{c}$ can be maintained greater than $1M/\textrm{cm}^2$ with the thickness less than 1$\mu\textrm{m}$. The X-ray analysis was used to examine the texture, crystallization and surface quality. The SEM was employed to analyze the surface of YBCO, and it was shown the surface of YBCO film became rougher with increasing the thickness. There were many large singular outgrowths and networks of outgrowths on the surface of YBCO films which lowered the density of thick YBCO film. The outgrowth network was probably the a-axis YBCO corresponding to XRD $\theta$-2$\theta$scan and $\chi$-scan which were used to characterize a-axis orientation of YBCO film. The reason for J$_{c}$ declining with increasing the thickness was studied and discussed.sed.

• 한국소성가공학회:학술대회논문집
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• 한국소성가공학회 2003년도 The 8th Asian Symposium on Precision Forging ASPF
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• pp.43-46
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• 2003

Prediction of final microstructures after high temperature forming of Ti-6Al-4V alloy was attempted in this study. Using two typical microstructures, i.e., equiaxed and $Widmanst\ddot{a}tten$ microstructures, compression test was carried out up to the strain level of 0.6 at various temperatures $(700\~1100^{\circ}C)$ and strain rates $(10^{-4}\~10^2/s)$. From the flow stress-strain data, parameters such as strain rate sensitivity (m) and activation energy (Q) were calculated and used to establish constitutive equations for both microstructures. Then, finite element analysis was performed to predict the final microstructure of the deformed body, which was well accorded with the experimental results.

• Structural Engineering and Mechanics
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• 제13권5호
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• pp.543-556
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• 2002

A dynamic elastic local buckling analysis is presented for a pile subjected to an axial impact load. The pile is assumed to be geometrically perfect. The interactions between the pile and the surrounding soil are taken into account. The interactions include the normal pressure and skin friction on the surface of the pile due to the resistance of the soil. The analysis also includes the influence of the propagation of stress waves through the length of the pile to the distance at which buckling is initiated and the mass of the pile. A perturbation technique is used to determine the critical buckling length and the associated critical time. As a special case, the explicit expression for the buckling length of a pile is obtained without considering soil resistance and compared with the one obtained for a column by means of an alternative method. Numerical results obtained show good agreement with the experimental results. The effects of the normal pressure and the skin friction due to the surrounding soil, self-weight, stiffness and geometric dimension of the cross section on the critical buckling length are discussed. The sudden change of buckling modes is further considered to show the 'snap-through' phenomenon occurring as a result of stress wave propagation.

• Structural Engineering and Mechanics
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• 제11권4호
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• pp.357-372
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• 2001

In this paper, cantilevered tall structures are treated as cantilever bars with varying cross-section for the analysis of their free longitudinal (or axial) vibrations. Using appropriate transformations, exact analytical solutions to determine the longitudinal natural frequencies and mode shapes for a one step non-uniform bar are derived by selecting suitable expressions, such as exponential functions, for the distributions of mass and axial stiffness. The frequency equation of a multi-step bar is established using the approach that combines the transfer matrix procedure or the recurrence formula and the closed-form solutions of one step bars, leading to a single frequency equation for any number of steps. The Ritz method is also applied to determine the natural frequencies and mode shapes in the vertical direction for cantilevered tall structures with variably distributed stiffness and mass. The formulae proposed in this paper are simple and convenient for engineering applications. Numerical example shows that the fundamental longitudinal natural frequency and mode shape of a 27-storey building determined by the proposed methods are in good agreement with the corresponding measured data. It is also shown that the selected expressions are suitable for describing the distributions of axial stiffness and mass of typical tall buildings.

• 대한의용생체공학회:의공학회지
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• 제14권1호
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• pp.89-96
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• 1993

During high frequency ventilation (HFV), mean alveolar pressure has been measured to increase with mean airway opening pressure controlled at a constant level in both humans and experimental animals. Since this phenomenon could potentiate barotrauma limiting advantages of HFV, the present study theoretically predicted the difference between menu alveolar and airway opening pressures ($MP_{alv}$). In a Weibel's trumpet airway model, approximated formula for $MP_{alv}$ was derived based on momentum conservation assuming a uniform velocity profile. The prediction, equation was a func pion of gas density($\rho$), mean flow rate(Q), and diameter of the airway opening where the pressure measurement was made($D_0$) : $MP_{alv}=4{\rho}(Q/D_0^{2})^2$. This was a result of the difference in crosssectional area between the alveoli and the airway opening. A simple aireway model experiment was performed and the results well fitted to the prediction, which demonstrated the validity of the present analysis. Previously reported $MP_{alv}$ data from anesthetized dogs in supine position were comparable to the predicted values, indicating that the observed dissociation between mean alveolar and airway opening pressures during HFV can be explained by this innate geometric (or cross-sectional area) asymmetry of the airways. In lateral position, however, the prediction substantially underestimated the measurements suggesting involvement of other important physiological mechanisms.

• Journal of Biosystems Engineering
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• 제17권3호
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• pp.229-236
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• 1992

In an effort to localize the spray-dryer which is markedly used for drying food materials, a experiment was carried out with a wheel type atomizer locally designed and manufactured to evaluate the effect of rotational speed, feed rate and physical properties of liquid food material on the droplet size, and to develop a model to predict the droplet size sprayed at various operational conditions. The result are summarized as follows. 1. The frequency of droplet size sprayed from the atomizer at every treatment were similar to normal distributions. 2. Under the test conditions adopted in this study, that is, rotational speed of the atomizer ranging from 15,000 to 20,000 rpm (55.0 m/sec - 73.3 m/sec), feed rate from 14 to 37 kg/hr and viscosity of the material from 1.14 to 350 cP, the mean volume-surface dia. of droplets was decreased as increase in rotational speed and was not affected significantly by the feed rate and viscosity. 3. Through the dimensional analysis, a prediction model was developed as follows : $$\frac{Dvs}{r}=K[\frac{Q}{{\mu}r}]^a[\frac{rN^2}{g}]^b[\frac{{\rho}^2r^3g}{{\mu}^2}]^c[\frac{L}{r}]^d$$ and it was proved that the above model was better in degree of fitness than other models reported. 4. A prediction equation for the droplet size sprayed from the atomizer under the test was expressed as follows : $$\frac{Dvs}{r}=0.0215[\frac{Q}{{\mu}r}]^{0.06}[\frac{rN^2}{g}]^{0.3314}[\frac{{\mu}^2}{{\rho}^2r^3g}]^{0.0158}$$.

• Elastomers and Composites
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• 제43권1호
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• pp.18-24
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• 2008

사슬연장제로 사용되는 디올형 올리고머를 상온주형용의 폴리우레탄(PU) 엘라스토머의 반응 및 물성조절제로 사용하였다. 기본 수지에 대해 one-shot 방식으로 혼합된 디올형 올리고머는 반응속도 지연효과를 나타내었으며 혼합 농도가 증가함에 따라 지수적으로 반응속도가 감소하는 현상을 나타내었다. Kissinger의 열분석에 관한 연구 결과는 본 연구에서의 해석에서 도 ln $(q/T^2_p)$ vs. $(1/T_p)$ 플롯이 직선성을 보이고 계산된 활성화에너지 $E_a$값이 44.80 kJ/mol로서 일반적인 주형용 폴리우레탄 생성반응에서의 활성화에너지와 유사한 값을 보임으로서 매우 유효하게 적용될 수 있었다. 기계적인 성질에 있어서도 약 20 phr 정도에 이르기까지의 조절제 농도에서는 뚜렷한 강도의 저하가 이루어지고 그 이후에는 점차적으로 낮아지는 것으로 관찰되었으며, 조절제가 약 20 phr 이상 혼입되는 경우에는 항복점의 구분이 매우 약화되고 고무탄성체의 특징인 저강도 고신율의 거동을 보이는 특징적인 현상이 관찰되었다. 또한 파단강도의 경우 조절제의 함량이 증가할수록 지수적으로 강도가 감소하는 경향을 나타내어 조절제의 혼합 농도조건에 따라 강도변화가 매우 민감함을 보여 주었다.

• 한국산림과학회지
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• 제103권3호
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• pp.339-352
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• 2014

백두대간 조침령-신배령 구간 소나무림과 신갈나무림을 대상으로 2012년 4월부터 2013년 8월까지 영구조사구($100m{\times}100m$) 설치하여 조사하였다. 총 50개소의 산림식생조사 자료를 토대로 Z-M식물사회학적 방법에 의해 식생유형 분류를 수행하였던바, 최상위 수준에서 신갈나무군락군이 분류되었으며, 군락단위에서는 물푸레나무군락과 까치박달군락으로 세분되었다. 물푸레나무군락은 군단위에서 소나무군과 가래나무군으로 나누어지며, 소나무군은 다시 회나무소군과 머루소군으로 분류되었고, 까치박달군락은 시닥나무군과 사스래나무군으로 각각 세분되어, 총 5개의 식생단위로 분류되었다. 식생단위별 중요치를 분석한 결과 소나무림에서 소나무와 신갈나무의 중요치가 20%이상으로 높게 나타났으나 소나무가 신갈나무보다 상대피도가 50%이상으로 가장 높게 나타났다. 종간연관 분석결과 크게 4개의 유형으로 구분되었고, 이는 식생단위의 식별종 및 표징종과 일치하는 경향이었다. 또한 소나무림의 흉고직경급별 개체 분포에서 중간직경급에서 개체수가 가장 많은 정규분포를 나타낸 소나무와 이를 제외한 다른 수종은 직경이 커질수록 개체수가 감소하는 역 J자형의 분포유형을 나타내어 소나무림에서 신갈나무림으로 교체될 가능성이 크다 판단된다. 반면 신갈나무림에서는 신갈나무를 포함한 다른 수종 모두 역 J자형의 분포유형을 나타내어 신갈나무림은 당분간 안정된 상태로 지속될 것으로 판단되었다.

• 에너지공학
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• 제7권1호
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• pp.65-72
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• 1998

이 논문은 극좌표이 선로조류방정식을 이용하여 전압안정성 여유전력을 평가하는 고속계산법을 제안한다. 여기서, 선로조류방정식은 상태변수 Vi, $\delta$i, Vj와 $\delta$i 그리고, 선로정수 r과 x로 구성되는데 극좌표계의 특징을 이용하면 이것은 두 개의 변수 Vi와 Vj를 가진 하나의 식이 된다. 그리고, j 모선이 조류계산에서 전압크기로 지정되는 발전기 또는 slack 모선이라면, 변수 Vi만을 가진 하나의 식 즉, {{{{ { V}`_{i } ^{2 } }}에 대한 2차 방정식으로 정식화된다. 그러므로, 전력조류다근은 간단한 계산을 통해 구할 수가 있는데 이와 같이 구해진 다근은 감도해석 또는 다근의 근접도를 통해 전압안정도를 평가할 수 가 있었다. 또한, 전압안정도 평가시에 중요한 요소인 전력용 콘덴서와 같은 조상설비를 고려하여 전압안정성 여유전력을 평가하는 방법을 개발하였다. 제안한 방법을 시험계통에 적용하여 유효성을 입증하였다.

• Structural Engineering and Mechanics
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• 제16권5호
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• pp.597-612
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• 2003

In this paper, multi-story buildings with shear-wall structures and with narrow rectangular plane configuration are modeled as a multi-step flexural-shear plate with varying cross-section for buckling analysis. The governing differential equation of such a plate is established. Using appropriate transformations, the equation is reduced to analytically solvable equations by selecting suitable expressions of the distribution of stiffness. The exact solutions for buckling of such a one-step flexural-shear plate with variable stiffness are derived for several cases. A new exact approach that combines the transfer matrix method and closed from solution of one-step flexural-shear plate with continuously varying stiffness is presented for stability analysis of multi-step non-uniform flexural-shear plate. A numerical example shows that the present methods are easy to implement and efficient.