• 제목/요약/키워드: In-plane variation

검색결과 536건 처리시간 0.028초

Ferromagnetic Resonance and X-Ray Reflectivity Studies of Pulsed DC Magnetron Sputtered NiFe/IrMn/CoFe Exchange Bias

  • Oksuzoglu, Ramis Mustafa;Akman, Ozlem;Yildirim, Mustafa;Aktas, Bekir
    • Journal of Magnetics
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    • 제17권4호
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    • pp.245-250
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    • 2012
  • Ferromagnetic resonance and X-ray specular reflectivity measurements were performed on $Ni_{81}Fe_{19}/Ir_{20}Mn_{80}/Co_{90}Fe_{10}$ exchange bias trilayers, which were grown using the pulsed-DC magnetron sputtering technique on Si(100)/$SiO_2$(1000 nm) substrates, to investigate the evolution of the interface roughness and exchange bias and their dependence on the NiFe layer thickness. The interface roughness values of the samples decrease with increasing NiFe thickness. The in-plane ferromagnetic resonance measurements indicate that the exchange bias field and the peak-to-peak line widths of the resonance curves are inversely proportional to the NiFe thickness. Furthermore, both the exchange bias field and the interface roughness show almost the same dependence on the NiFe layer thickness. The out-of plane angular dependent measurements indicate that the exchange bias arises predominantly from a variation of exchange anisotropy due to changes in interfacial structure. The correlation between the exchange bias and the interface roughness is discussed.

저방사화 철강재 (JLF-1)의 시험편 크기 변화에 따른 파괴저항곡선의 변화 (Variation of the fracture resistance curve with the change of a size in the specimen of reduced activation ferritic steel (JLF-1))

  • 김동현;윤한기;이상필
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2003년도 추계학술대회
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    • pp.1240-1245
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    • 2003
  • Reduced activation ferritic steel (JLF-1) is considered as a promising candidate material for blanket or first-wall structure of D-T fusion reactors. The fracture tests of fracture resistance curve (J-R curve) and $J_{IC}$ are desirable to investigate the exact fracture toughness of JLF-1 steel, since it has a high ductility. The fracture toughness of JLF-1 steel is affected by the configuration of test specimen such side groove, specimen thickness or specimen size. In this study, the fracture toughness tests were performed with various size(plane size and thickness) and various side groove of specimens. The test results showed the standard specimen with the side groove of 40 % represented a valid fracture toughness. The fracture resistance curve increased with increasing plane size and decreased with increasing thickness. However, the fracture resistance curve of half size specimen was similar to that of the standard specimen.

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Dynamic Analysis of Laminated Composite and Sandwich Plates Using Trigonometric Layer-wise Higher Order Shear Deformation Theory

  • Suganyadevi, S;Singh, B.N.
    • International Journal of Aerospace System Engineering
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    • 제3권1호
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    • pp.10-16
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    • 2016
  • A trigonometric Layerwise higher order shear deformation theory (TLHSDT) is developed and implemented for free vibration and buckling analysis of laminated composite and sandwich plates by analytical and finite element formulation. The present model assumes parabolic variation of out-plane stresses through the depth of the plate and also accomplish the zero transverse shear stresses over the surface of the plate. Thus a need of shear correction factor is obviated. The present zigzag model able to meet the transverse shear stress continuity and zigzag form of in-plane displacement continuity at the plate interfaces. Hence, botheration of shear correction coefficient is neglected. In the case of analytical method, the governing differential equation and boundary conditions are obtained from the principle of virtual work. For the finite element formulation, an efficient eight noded $C^0$ continuous isoparametric serendipity element is established and employed to examine the dynamic analysis. Like FSDT, the considered mathematical model possesses similar number of variables and which decides the present models computationally more effective. Several numerical predictions are carried out and results are compared with those of other existing numerical approaches.

이동통신 광대역 PIFA 안테나 설계 및 해석 (The Design of Broadband PIFA for Hand-Held Mobile Phones)

  • 김상준;이대헌;박천석
    • 한국전자파학회논문지
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    • 제14권8호
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    • pp.855-862
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    • 2003
  • 본 논문에서 제안하는 안테나는 기존 내장형 안테나의 일종인 PIFA의 단점으로 협대역 문제를 해결하기 위하여, 복사 소자와 접지면 사이에 단락판을 위치시키는 변형된 안테나 형태인 PIFA(Planar Inverted-FAntenna) 구조를 제안하였다. 또한 보다 넓은 대역폭을 가지도록 방사 패치에 톱니모양의 perturbation을 주었다. 제안된 방식으로 단말기에 내장형으로 사용하기 위하여 안테나의 높이(h=0.015λ)를 최소한으로 하여 원하는 대역폭(5.2 %)을 얻었다. slim형으로 하기 위해 안테나의 특성을 급전위치(Yf, Zf), 단락 스트립(Short plate)의 위치 (Zs), 폭 (Ws), perturbation폭(w), 길이(d), 단락 스트립 높이(h), 유전율 변화($\varepsilon$$_{r}$)가 안테나에 어떤 변화를 미치는지를 조사하였다. 또한 기존 PIFA 안테나와의 대역을 비교하고, 제안된 패턴을 H, E plane으로 나타내었다. 논문의 객관성을 입증하기 위하여 FIM(Finite Integration Method) 방식에 기반인 MWS(Microwave Studio) 소프트웨어를 이용하여 Simulation 하였으며, 각각의 구조 파라미터 변화에 따른 안테나 특성을 분석하였다. 그리고 실제 제작한 안테나의 실험결과와 비교하여 증명한 결과, 제안된 방식의 PIFA 안테나 실용화가 가능성을 확인하였다..

CPWG 구조를 이용한 Wibro 및 WLAN 통신용 안테나 설계 및 제작 (Design and Fabrication of the Antenna for Wibro and WLAN Communications Using CPWG Structure)

  • 이승우;김남;이승엽
    • 한국전자파학회논문지
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    • 제19권10호
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    • pp.1086-1095
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    • 2008
  • 본 논문에서는 사다리꼴 모양을 가지며, Wibro와 무선 랜 통신에 이용할 수 있는 CPWG 안테나를 설계하고 제작하였다. 안테나의 기본적인 형태를 사다리꼴로 만들어 광대역 특성을 얻었으며, 사다리꼴 내부에 H형 패치를 삽입하여 안테나의 공진 및 임피던스 매칭의 안정화를 가져왔다. 특히 본 논문에서 제안한 CPWG 구조는 모노폴과 CPW를 결합한 구조로써 급전선과 그라운드 간의 간격이나 크기 변화에 따른 임피던스 매칭이 변하는 CPW의 단점을 보완해 주었다. 설계된 안테나는 측정 결과 -10 dB($VSWR{\leq}2$) 기준으로 $2.2{\sim}4.6$ GHz(70.5 %)의 주파수 대역에서 공진이 일어났으며, H-plane의 방사 패턴이 전방향 특성을 나타냈다 또한, 급전선과 그라운드의 영향으로 인한 임피던스 매칭의 변화율이 작다는 것을 확인할 수 있었다.

Analytical model for high-strength concrete columns with square cross-section

  • Campione, G.
    • Structural Engineering and Mechanics
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    • 제28권3호
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    • pp.295-316
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    • 2008
  • In the present paper a mechanical model to predict the compressive response of high strength short concrete columns with square cross-section confined by transverse steel is presented. The model allows one to estimate the equivalent confinement pressures exercised by transverse steel during the loading process taking into account of the interaction of the stirrups with the inner core both in the plane of the stirrups and in the space between two successive stirrups. The lateral pressure distributions at hoop levels are obtained by using a simple model of elastic beam on elastic medium simulating the interaction between stirrups and concrete core, including yielding of steel stirrups and damage of concrete core by means of the variation in the elastic modulus and in the Poisson's coefficient. Complete stress-strain curves in compression of confined concrete core are obtained considering the variation of the axial forces in the leg of the stirrup during the loading process. The model was compared with some others presented in the literature and it was validated on the basis of the existing experimental data. Finally, it was shown that the model allows one to include the main parameters governing the confinement problems of high strength concrete members such as: - the strength of plain concrete and its brittleness; - the diameter, the pitch and the yielding stress of the stirrups; - the diameter and the yielding stress of longitudinal bars; - the side of the member, etc.

3차원 교차 주름판 내 유동의 불안정성 및 자활 진동 (Instability and Self-Sustained Oscillation of the Flow between Three-Dimensionally Cross-corrugated Plates)

  • 이승엽;최영돈
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2002년도 학술대회지
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    • pp.679-682
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    • 2002
  • Energy dissipations in a general PHE flow are the compounded effects of the piled corrugate geometries and its wall pressure and temperature distributions. In addition, although the exchangers are substantial pieces of engineering equipment, they are composed of a very large number of nominally identical and small geometrical elements. In the present numerical study, the three-dimensionally complicated energy dissipation fields and those wall-shape-induced flow destabilization are investigated in the cross-corrugated passages, which result in high energy transports with comparatively low pressure drop. We revealed the critical conditions as $Re=157.3 for the wall-shape-induced flow destabilization in a general PHE element by initial value method, or shooting method, and compare its value to that of analytical solution of plane Poiseille flow, two-dimensional grooved flow and so on. We also observed the detailed variation of flow field and energy transportation with changes in time and flow variables such as Reynolds number. Lastly, we considered the flow natural frequency, or Strouhal number, with variation of hydrodynamic conditions for the best use of active control, such as forced mass flow rate pulsative flow, to enhance energy transportation.

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광학적 방법을 이용한 유중 부분방전 신호 검출을 위한 신기술 개발 (A New Technique for Partial Discharge Signal Detection in Oil using Op)

  • 최성수;강원종;장용무;이정헌;김정태;구자윤
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 1997년도 하계학술대회 논문집 E
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    • pp.1705-1707
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    • 1997
  • In this work, a possible new PD de technique, based on the electro-optic effect(P effect), has been proposed. The refractive index ellipsoid of EO crystal, as $LiNbO_3$, is changed by both the externally a electric field and its hysteresis loop of which effect on this hysteresis loop gives rise t discrepancy of index variation. Therefore, an eq regarding the phase variation of modulated beam through $LiNbO_3$ crystal under applied e field, is newly proposed considering the influen hysteresis characteristics. For this purpose generated from needle-plane electrode in oil has detected by use of $LiNbO_3$ cell and analyzed b equation. As a result, it is observed that PD measu phase intervals are limited by the cr characteristics such as asymmertrical P-E hyst and half-wave voltage.

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가스저장탱크의 부식피로균열 특성에 관한 연구 (Study on the Characteristics of Corrosion Fatigue Crack for Gas Storage Tanks)

  • 임우조;신종대
    • 수산해양기술연구
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    • 제34권1호
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    • pp.30-36
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    • 1998
  • Recently, with rapid increase of gas demand, there occurs much interest their security of safety in the gas storage tanks and pressure vessels etc. In order to solve the problems, the occurrence of corrosion fatigue crack and the propagation behavior must be investigated. Especially the occurrence of corrosion fatigue crack and the propagation behavior in the part which has concentrated stress or defects, must be studied more carefully. In this paper, the high-tensile steel of SPV 50 which is much used for building the LPG storage tanks was tested by the use of a plane bending corrosion fatigue tester under the various marine environments and in the air. These experiments were done to investigate the corrosion fatigue crack propagation behavior, the variation of aspect ratio for part through crack and electro-chemical characteristics of the metal. The main results obtained are as follows ; 1. Comparing the same surface crack length with the crack depth, the crack depth toward the thickness of specimen in air propagated faster than that in corrosion environment. 2. The aspect variation of the half elliptical crack can be estimated as following equation; b/a=i-jb/t where a : surface crack length, b : crack depth, t : specimen thickness, i,j : experimental constants but the slope j is decreased as specific resistance decreases. 3. As the specific resistance of corrosion environment decrease or the corrosion fatigue crack propagates, the corrosion potential become less noble.

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Size-dependent damped vibration and buckling analyses of bidirectional functionally graded solid circular nano-plate with arbitrary thickness variation

  • Heydari, Abbas
    • Structural Engineering and Mechanics
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    • 제68권2호
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    • pp.171-182
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    • 2018
  • For the first time, nonlocal damped vibration and buckling analyses of arbitrary tapered bidirectional functionally graded solid circular nano-plate (BDFGSCNP) are presented by employing modified spectral Ritz method. The energy method based on Love-Kirchhoff plate theory assumptions is applied to derive neutral equilibrium equation. The Eringen's nonlocal continuum theory is taken into account to capture small-scale effects. The characteristic equations and corresponding first mode shapes are calculated by using a novel modified basis in spectral Ritz method. The modified basis is in terms of orthogonal shifted Chebyshev polynomials of the first kind to avoid employing adhesive functions in the spectral Ritz method. The fast convergence and compatibility with various conditions are advantages of the modified spectral Ritz method. A more accurate multivariable function is used to model two-directional variations of elasticity modulus and mass density. The effects of nanoscale, in-plane pre-load, distributed dashpot, arbitrary tapering, pinned and clamped boundary conditions on natural frequencies and buckling loads are investigated. Observing an excellent agreement between results of current work and outcomes of previously published works in literature, indicates the results' accuracy in current work.