• 한국정보통신학회논문지
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• 제20권9호
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• pp.1633-1640
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• 2016

본 논문에서는 WLAN 대역에서 동작하는 오픈된 사각 모양의 마이크로스트립패치 안테나를 제안하였다. 제안된 안테나는 단일 공진 또는 다중 공진 주파수를 가변하여 유효 대역폭을 가지고 있으며 WLAN대역(2.4 - 2.484, 5.15 - 5.35, 5.25-5.825 GHz)을 만족하는 마이크로 스트립 선로를 갖는 평면형 모노폴 구조로 설계된다. 안테나는 FR-4 기판에 제작되었고 두께는 0.8 mm이다. 안테나의 동작모드와 재구성 특성을 분석하기 위해 전류분포와 전자계 분포를 분석하기 위해 상용 툴을 사용하였다. 최적화된 수치를 얻기 위해 각 패치의 길이에 따른 시뮬레이션 반사손실을 비교하였다. 최적화된 수치를 사용하여 스위치가 off 되었을 때 WLAN 밴드 (2.380 - 2.710 GHz)을 얻었으며, 스위치가 on 되었을 때 2.4 GHz 밴드 (2.380 - 2.710 GHz)을 얻었다. 제작 및 측정결과로부터 제안된 안테나의 반사손실 특성, 측정된 이득과 방사패턴 특성 결과를 얻었다.

• 한국구조물진단유지관리공학회 논문집
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• 제8권2호
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• pp.147-158
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• 2004

많은 장점을 가진 복합재료를 사용한 보강판에 대하여 지금까지 많은 연구자들이 변위법에 근거한 등매개변수 평판 요소와 보요소를 결합한 유한요소법을 사용하여왔다. 이러한 유한요소법은 보요소를 평판 요소의 절점에 대한 강성으로 치환하기 때문에 보강재에 대한 국부적인 거동을 파악할 수 없으며 복합적층 구조인 경우 그 적용성이 제한적이다. 따라서, 본 연구에서는 복합재료 보강판의 해석에 있어 보강재 및 판에 대하여 3차원 쉘요소를 사용하여 거동을 분석하고자 한다. 본 연구에서는 Reissner-Mindlin의 1차 전단변형이론을 사용하였다. 그러나 Reissner-Mindlin이론에 의한 등매개변수 평판 휨 요소는 판의 두께가 얇아지는 경우 일반적으로 전단잠김현상과 가상의 제로에너지 모드가 발생하는데 이를 제거하기 위해 대체전단변형률장을 사용하였다. 폭-두께비, 형상비 뿐만아니라 경사판의 경사각 변화에 따른 임의방향 보강재를 갖는 단순지지된 복합적층 구형 및 경사판에 대한 처짐분포를 비교 분석하였다.

• Korea-Australia Rheology Journal
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• 제19권4호
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• pp.233-242
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• 2007

We performed a numerical investigation to find out the optimal choice of the spatial discretization in the distributed-Lagrangian-multiplier/fictitious-domain (DLM/FD) method for the solid/fluid interaction problem. The elastic solid bar attached on the bottom in a pressure-driven channel flow of a Newtonian fluid was selected as a model problem. Our formulation is based on the scheme of Yu (2005) for the interaction between flexible bodies and fluid. A fixed regular rectangular discretization was applied for the description of solid and fluid domain by using the fictitious domain concept. The hydrodynamic interaction between solid and fluid was treated implicitly by the distributed Lagrangian multiplier method. Considering a simplified problem of the Stokes flow and the linearized elasticity, two numerical factors were investigated to clarify their effects and to find the optimum condition: the distribution of Lagrangian multipliers and the solid/fluid interfacial condition. The robustness of this method was verified through the mesh convergence and a pseudo-time step test. We found that the fluid stress in a fictitious solid domain can be neglected and that the Lagrangian multipliers are better to be applied on the entire solid domain. These results will be used to extend our study to systems of elastic particle in the Stokes flow, and of particles in the viscoelastic fluid.

• 에너지공학
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• 제15권1호
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• pp.1-7
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• 2006

원자력발전소의 다차원 이상 유동 현상을 적절히 모사하기 위해 일차원 계통해석 코드에 삼차원 유동모델을 적용하였다. 그 중 다차원모델에 새롭게 적용된 이상 난류모델을 검증하기 위해 사각 slab 내부의 단상유동을 계산하여 상용 CFD 코드의 계산결과와 비교하였다. 그 결과 단상유동의 경우 난류 모델의 계산이 적절히 수행됨을 알 수 있었다. 또한 다차원 이상 유동 계산을 검증하기 위해서 RPI에서 수행된 물-공기 다차원 실험의 기포율 분포를 비교하였다. 그 결과 다차원 모델의 이상 유동 계산을 위해서는 일차원 기반의 유동양상 맵 중 수평 분리 유동양상이 제거되어야 함을 알 수 있었다. 이와 같이 유동양상 맵을 수정하여 모사한 계산결과가 실험에서 측정된 기포율의 경향을 잘 따르는 것으로 계산되었다.

• The Korean Journal of Ceramics
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• 제7권1호
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• pp.20-25
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• 2001

PbTiO$_3$ thin films were prepared by low-pressure thermal plasma deposition on (100)Pt/(100)MgO substrates. Mist of source material in which metal alkoxides are dissolved in 2-methoxyethanol was introduced into plasma through heating furnace and deposited onto substrates at $600^{\circ}C$. As-deposited PbTiO$_3$/Pt/MgO thin film prepared at 1.33$\times$10$^4$ Pa was grown epitaxially, but was consisted of many rectangular shaped grains, with many grain boundaries and it was impossible to measure electric properties. As-deposited film prepared at 1.00$\times$10$^4$ Pa showed weak peaks of X-ray diffraction and the film was not grown epitaxially. On the other hand, the film after annealed at $700^{\circ}C$ showed strong diffraction peaks and epitaxial growth was also observed. For annealed film, moreover, no clear grain boundaries were observed. The value of ${\varepsilon}_r$, tan${\delta}$, Pr and Ec of annealed film were 160, 3.2%, 10.4${\mu}$C.cm$^-2$ and 51.2kV.cm$^-1$, respectively. Since the composition, Pb/Ti, measured by EDS attaching to SEM changed point by point, the distribution of composition in annealed film was investigated and found out several relations between composition and electric properties. At stoichiometric composition, Pr and Ec showed the lowest value and they gradually became large as composition deviated from stoichiometric one. Moreover, the value of ${\varepsilon}_r$ became gradually large as the ratio of Ti became high.

• 한국안광학회지
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• 제4권2호
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• pp.1-16
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• 1999

주기적으로 변하는 압력이 탈수상태의 HEMA 콘택트 렌즈에 작용하여 진동이 발생하는 경우, 렌즈상의 임의의 위치에서 파형과 평균진폭을 예측할 수 있는 미분방정식과 컴퓨터 프로그램을 유도하였다. 중심부분의 두께 0.08mm, 직경 14mm, 곡율반경 8mm 렌즈의 고유 공진진동수는 추가질량감소법에 의해 5730 Hz으로 측정되었다. 진동에 주로 관여하는 렌즈의 유효반경의 측정값과 고유 공진 진동수값으로부터 base curve를 가지고 있는 상태에서 렌즈의 탄성율(Young's modulus)을 구할 수 있었으며, 본 실험에 사용한 렌즈에서는 그 값이 $4{\times}10^9$ Pa으로 구해졌다. 파동방정식과 탄성이론에 기초를 두고 유도한 컴퓨터 모델을 작동하여 렌즈의 유효 반경, 렌즈두께, damping, 압력진폭, driving 압력의 진동수 등의 변수가 진동에 미치는 영향을 모사하였다. 렌즈의 유효반경이 클수록, 렌즈의 두께가 얇아 질수록 공진진동수는 낮아지며, 공진진동수 감소에 따라 평균진폭의 급격한 증가가 예측되었다. 외부 압력의 진동수가 렌즈의 고유진동수의 정배수에 접근하는 경우 diaphram의 진동 파형은 원호형에서 파도 또는 종(bell)형으로 전환되며 결과적으로 중심부근의 진폭이 갑자기 상승하게 될 것으로 예상된다.

• Steel and Composite Structures
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• 제28권5호
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• pp.589-606
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• 2018

The previous studies reflected the significant effect of neutral-axis position and coupling of in-plane and out-of-plane displacements on behavior of functionally graded (FG) nanobeams. In thin FG beam, this coupling can be eliminated by a proper choice of the reference axis. In shear deformable FG nanobeam, not only this coupling can't be eliminated but also the position of neutral-axis is dependent on through-thickness distribution of shear strain. For the first time, in this paper it is avoided to guess a shear strain shape function and the exact shape function and consequently the exact position of neutral axis for arbitrary gradation of higher order nanobeam are obtained. This paper presents new methodology based on differential transform and collocation methods to solve coupled partial differential equations of motion without any simplifications. Using exact position of neutral axis and higher order beam kinematics as well as satisfying equilibrium equations and traction-free conditions without shear correction factor requirement yields to better results in comparison to the previously published results in literature. The classical rule of mixture and Mori-Tanaka homogenization scheme are considered. The Eringen's nonlocal continuum theory is applied to capture the small scale effects. For the first time, the dependency of exact position of neutral axis on length to thickness ratio is investigated. The effects of small scale, length to thickness ratio, Poisson's ratio, inhomogeneity of materials and various end conditions on vibration and buckling of local and nonlocal FG beams are investigated. Moreover, the effect of axial load on natural frequencies of the first modes is examined. After degeneration of the governing equations, the exact new formulas for homogeneous nanobeams are computed.

• Steel and Composite Structures
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• 제36권2호
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• pp.187-196
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• 2020

Double skin composite wall system owns several structural merits in terms of high load-carrying capacity, large axial stiffness, and favorable ductility. A recently proposed form of truss connector was used to bond the steel plates to the concrete core to achieve good composite action. The structural behavior of rectangular high walls under compression and T-shaped high walls under eccentric compression has been investigated by the authors. Furthermore, the influences of the truss spacings, the wall width, and the faceplate thickness have been previously studied by the authors on short walls under uniform compression. This paper experimentally investigated the effect of width-to-thickness ratio on the compressive behavior of short walls. Compressive tests were conducted on three short specimens with different width-to-thickness ratios. Based on the test results, it is found that the composite wall shows high compressive resistance and good ductility. The walls fail by local buckling of steel plates and crushing of concrete core. It is also observed that width-to-thickness ratio has great influence on the compressive resistance, initial stiffness, and strain distribution across the section. Finally, the test results are compared with the predictions by modern codes.

• Structural Engineering and Mechanics
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• 제75권4호
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• pp.487-496
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• 2020

Most of the previous works on numerical analysis of galloping of transmission lines are generally based on the quasisteady theory. However, some wind tunnel tests of the rectangular section or hangers of suspension bridges have shown that the galloping phenomenon has a strong unsteady characteristic and the test results are quite different from the quasi-steady calculation results. Therefore, it is necessary to check the applicability of the quasi-static theory in galloping analysis of the ice-covered transmission line. Although some limited unsteady simulation researches have been conducted on the variation of parameters such as aerodynamic damping, aerodynamic coefficients with wind speed or wind attack angle, there is a need to investigate the numerical simulation of unsteady galloping of two-dimensional iced transmission line with comparison to wind tunnel test results. In this paper, it is proposed to conduct a two dimensional (2-D) unsteady numerical analysis of ice-covered transmission line galloping. First, wind tunnel tests of a typical crescent-shapes iced conductor are conducted firstly to check the subsequent quasisteady and unsteady numerical analysis results. Then, a numerical simulation model consistent with the aeroelastic model in the wind tunnel test is established. The weak coupling methodology is used to consider the fluid-structure interaction in investigating a two-dimension numerical simulation of unsteady galloping of the iced conductor. First, the flow field is simulated to obtain the pressure and velocity distribution of the flow field. The fluid action on the iced conduct at the coupling interface is treated as an external load to the conductor. Then, the movement of the conduct is analyzed separately. The software ANSYS FLUENT is employed and redeveloped to numerically analyze the model responses based on fluid-structure interaction theory. The numerical simulation results of unsteady galloping of the iced conduct are compared with the measured responses of wind tunnel tests and the numerical results by the conventional quasi-steady theory, respectively.

• Geomechanics and Engineering
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• 제12권1호
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• pp.9-34
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• 2017

In this work, an efficient and simple quasi-3D hyperbolic shear deformation theory is developed for bending and vibration analyses of functionally graded (FG) plates resting on two-parameter elastic foundation. The significant feature of this theory is that, in addition to including the thickness stretching effect, it deals with only 5 unknowns as the first order shear deformation theory (FSDT). The foundation is described by the Pasternak (two-parameter) model. The material properties of the plate are assumed to vary continuously in the thickness direction by a simple power law distribution in terms of the volume fractions of the constituents. Equations of motion for thick FG plates are obtained within the Hamilton's principle. Analytical solutions for the bending and free vibration analysis are obtained for simply supported plates. The numerical results are given in detail and compared with the existing works such as 3-dimensional solutions and those predicted by other plate theories. It can be concluded that the present theory is not only accurate but also simple in predicting the bending and free vibration responses of functionally graded plates resting on elastic foundation.