• 제목/요약/키워드: Sectional Properties Analysis

검색결과 189건 처리시간 0.024초

방사선 불투과성 물질 산화이테르븀(Ytterbium oxide)의 방사선 융합 차폐성능 분석 (Analysis of Radiation Fusion Shielding Performance of Ytterbium Oxide, a Radiation Impermeable Substance)

  • 김선칠
    • 한국융합학회논문지
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    • 제12권4호
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    • pp.87-94
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    • 2021
  • 의료기관의 방사선 차폐체의 차폐물질이 친환경소재로 변화되면서 기존 납의 일반된 차폐특성보다 차폐물질의 특성에 따른 방사선 방어가 중요한 요소로 대두되고 있다. 납과 유사한 차폐물질로 대표적인 텡스텐과 황산바륨은 친환경 소재로 시트나, 섬유 형태로 제작되어 사용되고 있다. 이테르븀은 치과 방사선영역에서 불투과성 물질로 불소화합물로 사용되었으며, 에너지대별 차폐특성과 기존 친환경소재의 차폐특성과 비교하여 x-선 차폐영역에서 차폐성능을 평가하고자 한다. 동일한 공정과 조건하에 세 종류의 차폐시트를 제작하여 실험하였으며, 의료방사선 영역에서 텅스텐과 약 5 % 차폐성능 차이가 나타났으며, 황산바륨보다 우수한 차폐성능을 보였다. 차폐시트의 단면 구조에서는 인자의 배열이 일정하지 못하는 큰 단점을 보였다. 따라서 산화이테르븀은 의료방사선 차폐물질로 충분한 가능성을 보였으며, 입자배열 구조와 입자크기 조절로 차폐성능을 향상시킬 수 있을 것으로 사료된다.

$Pt/SrTiO_3/Pb_x(Zr_{0.52}, Ti_{0.48})O_3/SrTiO_3/Si$ 구조의 전기적 특성 분석 및 $SrTiO_3$박막의 완충층 역할에 관한 연구 (Electrical Properties in $Pt/SrTiO_3/Pb_x(Zr_{0.52}, Ti_{0.48})O_3/SrTiO_3/Si$ Structure and the Role of $SrTiO_3$ Film as a Buffer Layer)

  • 김형찬;신동석;최인훈
    • 한국전기전자재료학회논문지
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    • 제11권6호
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    • pp.436-441
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    • 1998
  • $Pt/SrTiO_3/Pb_x(Zr_{0.52}, Ti_{0.48})O_3/SrTiO_3/Si$ structure was prepared by rf-magnetron sputtering method for use in nondestructive read out ferroelectric RAM(NDRO-FEAM). PBx(Zr_{0.52}Ti_{0.48})O_3}$(PZT) and $SrTiO_3$(STO) films were deposited respectively at the temperatures of $300^{\circ}C and 500^{\circ}C$on p-Si(100) substrate. The role of the STO film as a buffer layer between the PZT film and the Si substrate was studied using X-ray diffraction (XRD), Auger electron spectroscopy (ASE), and scanning electron microscope(SEM). Structural analysis on the interfaces was carried out using a cross sectional transmission electron microscope(TEM). For PZT/Si structure, mostly Pb deficient pyrochlore phase was formed due to the serious diffusion of Pb into the Si substrate. On the other hand, for STO/PZT/STO/Si structure, the PZT film had perovskite phase and larger grain size with a little Pb interdiffusion. the interfaces of the PZT and the STO film, of the STO film and the interface layer and $SiO_2$, and of the $SiO_2$ and the Si substate had a good flatness. Across sectional TEM image showed the existence of an amorphous layer and $SiO_2$ with 7nm thickness between the STO film and the Si substrate. The electrical properties of MIFIS structure was characterized by C-V and I-V measurements. By 1MHz C-V characteristics Pt/STO(25nm)/PZT(160nm)/STO(25nm)/Si structure, memory window was about 1.2 V for and applied voltage of 5 V. Memory window increased by increasing the applied voltage and maximum voltage of memory window was 2 V for V applied. Memory window decreased by decreasing PZT film thickness to 110nm. Typical leakage current was abour $10{-8}$ A/cm for an applied voltage of 5 V.

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합성 박스형 교량의 온도에 의한 응력 및 변형 (Temperature-Induced Stresses and Deformation in Composite Box Girder Bridges)

  • 장승필;임창균
    • 한국강구조학회 논문집
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    • 제9권4호통권33호
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    • pp.659-672
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    • 1997
  • 합성 박스형 교량의 비선형 온도분포로부터 유발되는 열응답(thermal response)은 여러 변수들의 영향을 받는다( 기상조건, 재료상수, 교량의 위치 및 방향, 단면형상 등). 본 논문에서는 계절, 교량의 위치 및 방향, 단면형상 그리고 몇 가지 재료특성치의 변화가 합성 박스형 교량의 축변형 곡률 및 응력에 미치는 영향 파악을 위해 매개변수해석을 수행하였으며, 이 해석을 수행하기 위한 2차원 시간 종속적 유한요소모델에 대해 간략히 언급하였다. 먼저, 매개변수들이 하루동안의 곡률 변화에 미치는 영향에 대해 고려하고, 최대 곡률을 나타내는 시간의 합성 박스형 단면의 은도 및 응력분포에 미치는 영향에 대해 고려하였다. 최종적으로, 이 매개변수들의 변화가 온도에의한 축변형, 곡률 및 응력의 일최대값에 미치는 영향에 대해 고려하였다. 온도에의한 영향은 경우에따라서는 사하중이나 활하중이 구조물에 주는 영향만큼 클 수 있고 또한 강합성교의 설계시 바닥판 콘크리트 슬래브와 강재들보와의 온도차를 $10^{\circ}C$로 가정하고, 동시에 온도의 분포가 콘크리트 슬래브단면과 강재들보단면에서 일정하다고 가정하고 구한 온도응력은 실제 온도하중의 영향을 과소평가할 수 있다.

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내진보강 단면형상에 따른 국내 저수지 제방의 안전율에 대한 검토 (A Study on the Safety Ratio of Reservoir Embankment by Seismic Reinforcement Section Shape)

  • 임성훈;김대현
    • 지질공학
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    • 제31권3호
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    • pp.343-355
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    • 2021
  • 농업용저수지는 농업용수를 공급함과 동시에 수해효과 및 휴식터를 제공함으로써 인간의 편의성을 추구하지만 노후 저수지 및 지진으로 인한 피해가 발생될 수 있으며 이에 따른 예방이 중요하다. 제방의 안전성은 제방을 구성하는 세분화된 재료의 토양 매개변수 값과 같은 현장재료 특성에 의해 영향을 받지만 정밀안전진단이나 일반 문헌값이 전용되기 때문에 최종제반의 안전인자를 물질적 특성만으로 판단하기에는 한계가 있다. 안전요인은 물리적 특성값과 제방 형태에 의의 결정되며 안전 요인에 상당한 영향을 미치기 때문에 보강된 횡단면을 검토할 때 정확한 사색이 필요하다. 따라서 본 연구에서는 GEP-SLOPE 프로그램을 활용하여 전남 고흥근 '◯◯저수지' 내진설계 시 합리적이고 경제적인 보강교차로 사례를 분석함으로써 반복적인 검토를 통해 보강교차로에 대한 합리적 경제적 설계가 가능하도록 분석하였다. 제방의 1, 2, 3차 내진보강을 감소하여 분석한 결과, 3차 보강단면에서도 상류, 하류사면 모두 설계기준 1.20 이상을 얻음으로써 1. 2차에 비해 현저히 적은 보강물 보강물량으로도 안전율 확보가 되는 것을 확인하였다. 또한 제반의 내진보강 단면 형상을 결정할 때 사면의 상부측, 사면전체에 사석을 보강하는 것 보다 하부측에만 보강하는 형상이 단면보강을 최소화 시키며 경제적인 것을 확인하였다.

만성 편마비 환자의 상완이두근에 대한 초음파 영상구조의 특성 분석 (Analysis of Ultrasonography on Biceps Brachii Muscle of Hemiplegic Patient)

  • 김현진;양가애;김수현;김태열
    • 대한임상전기생리학회지
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    • 제7권1호
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    • pp.11-15
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    • 2009
  • Purpose : This study aims to comparison of ultrasonography on both sides of biceps brachii muscle of hemiplegic patient. Methods : The biceps brachii muscle of fifteen subjects (5 male, 10 female) with stroke were scanned with ultrasonography at the muscle belly at rest at elbow angles of 90 deg. The echogenicity (density, white area index; WAI, anatomic cross-sectional area; ACSA, volume) of ultrasonography was examined. Results : In the biceps brachii muscle, there were significant differences of density, WAI, ACSA, and volume between affected side and non-affected side. biceps brachii muscle, echogenicity (density, WAI) of the affected side was higher than non-affected side. biceps brachii muscle, echogenicity (ACSA, volume) of the non-affected side was higher than affected side. Conclusion : This study showed that change of skeletal muscle architecture properties occurred biceps brachii muscle of the affected side muscle of hemiplegic patient.

Dynamic response of non-uniform Timoshenko beams made of axially FGM subjected to multiple moving point loads

  • Gan, Buntara S.;Trinh, Thanh-Huong;Le, Thi-Ha;Nguyen, Dinh-Kien
    • Structural Engineering and Mechanics
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    • 제53권5호
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    • pp.981-995
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    • 2015
  • This paper presents a finite element procedure for dynamic analysis of non-uniform Timoshenko beams made of axially Functionally Graded Material (FGM) under multiple moving point loads. The material properties are assumed to vary continuously in the longitudinal direction according to a predefined power law equation. A beam element, taking the effects of shear deformation and cross-sectional variation into account, is formulated by using exact polynomials derived from the governing differential equations of a uniform homogenous Timoshenko beam element. The dynamic responses of the beams are computed by using the implicit Newmark method. The numerical results show that the dynamic characteristics of the beams are greatly influenced by the number of moving point loads. The effects of the distance between the loads, material non-homogeneity, section profiles as well as aspect ratio on the dynamic responses of the beams are also investigated in detail and highlighted.

Optimal design of spoke double-layer cable-net structures based on an energy principle

  • Ding, Mingmin;Luo, Bin;Han, Lifeng;Shi, Qianhao;Guo, Zhengxing
    • Structural Engineering and Mechanics
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    • 제74권4호
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    • pp.533-545
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    • 2020
  • An optimal design method for a spoke double-layer cable-net structure (SDLC) is proposed in this study. Simplified calculation models of the SDLC are put forward to reveal the static responses under vertical loads and wind loads. Next, based on an energy principle, the relationship among the initial prestress level, cross-sectional areas of the components, rise height, sag height, overall displacement, and relative deformation is proposed. Moreover, a calculation model of the Foshan Center SDLC is built and optimized. Given the limited loading cases, material properties of the components, and variation ranges of the rise height and sag height, the self-weight and initial prestress level of the entire structure can be obtained. Because the self-weight of the cables decreases with increasing of the rise height and sag height, while the self-weight of the inner strut increases, the total weight of the entire structure successively exhibits a sharp reduction, a gradual decrease, a slow increase, and a sharp increase during the optimization process. For the simplified model, the optimal design corresponds to the combination of rise height and sag height that results in an appropriate prestress level of the entire structure with the minimum total weight.

Flutter characteristics of axially functional graded composite wing system

  • Prabhu, L.;Srinivas, J.
    • Advances in aircraft and spacecraft science
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    • 제7권4호
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    • pp.353-369
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    • 2020
  • This paper presents the flutter analysis and optimum design of axially functionally graded box beam cantilever wing section by considering various geometric and material parameters. The coupled dynamic equations of the continuous model of wing system in terms of material and cross-sectional properties are formulated based on extended Hamilton's principle. By expressing the lift and pitching moment in terms of plunge and pitch displacements, the resultant two continuous equations are simplified using Galerkin's reduced order model. The flutter velocity is predicted from the solution of resultant damped eigenvalue problem. Parametric studies are conducted to know the effects of geometric factors such as taper ratio, thickness, sweep angle as well as material volume fractions and functional grading index on the flutter velocity. A generalized surrogate model is constructed by training the radial basis function network with the parametric data. The optimized material and geometric parameters of the section are predicted by solving the constrained optimal problem using firefly metaheuristics algorithm that employs the developed surrogate model for the function evaluations. The trapezoidal hollow box beam section design with axial functional grading concept is illustrated with combination of aluminium alloy and aluminium with silicon carbide particulates. A good improvement in flutter velocity is noticed by the optimization.

Design feasibility of double-skinned composite tubular wind turbine tower

  • Han, Taek Hee;Park, Young Hyun;Won, Deokhee;Lee, Joo-Ha
    • Wind and Structures
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    • 제21권6호
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    • pp.727-753
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    • 2015
  • A double-skinned composite tubular (DSCT) wind power tower was suggested and automatic section design software was developed. The developed software adopted the nonlinear material model and the nonlinear column model. If the outer diameter, material properties and design capacities of a DSCT wind power tower are given, the developed software performs axial force-bending moment interaction analyses for hundreds of sections of the tower and suggests ten optimized cross-sectional designs. In this study, 80 sections of DSCT wind power towers were designed for 3.6 MW and 5.0 MW turbines. Moreover, the performances of the 80 designed sections were analyzed with and without considerations of large displacement effect. In designing and analyzing them, the material nonlinearity and the confining effect of concrete were considered. The comparison of the analysis results showed the moment capacity loss of the wind power tower by the mass of the turbine is significant and the large displacement effect should be considered for the safe design of the wind power tower.

Growth of superconducting $MgB_2$ fibers for wire applications

  • Kim J. H.;Yoon H. R.;Jo W.
    • 한국초전도ㆍ저온공학회논문지
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    • 제7권4호
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    • pp.1-3
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    • 2005
  • Superconducting $MgB_2$ fibers are in-situ grown by a diffusion method. The fibers are prepared by exposing B filaments to Mg vapor inside a folded Ta foil over a wide range of temperature and growth time. The materials are sealed inside a quartz tube by gas welding. The as - grown fibers are characterized by scanning electron microscopy and energy dispersive x - ray analysis. The fibers have a diameter of about $110{\mu}m$. Surface morphology of the fibers looks dependent on growth temperature and mixing ratio of Mg and B. Radial distribution of Mg ions into B is observed and analyzed over the cross - sectional area. Transport properties of the $MgB_2$ fibers are examined by a physical property measurement system. The $MgB_2$ fibers grown at $900^{\circ}C$ for 2 hours show a superconducting transition at 39.8K with ${\Delta}T_c<$ 2.0 K. Resistance at room temperature $MgB_2$ is 3.745 $\Omega$ and residual resistivity ratio (RRR) is estimated as 4.723.