• 한국수자원학회논문집
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• 제44권12호
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• pp.955-965
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• 2011

본 연구에서는 광정횡월류위어의 정확한 월류량을 산정하기 위해 직사각형, 1:1 및 1:2 경사 사다리꼴 위어에 대한 형상별 흐름특성을 수리실험을 통해 확인하였다. 흐름은 사다리꼴 형상으로 사면경사가 작을수록 흐름이 안정적이었으며, 각 형상별 위어 월류량의 경우 직사각형 형상보다 1 : 1 및1 : 2 사다리꼴 형상에서 각 5.67% 및 8.57% 가량 증가해 홍수배제 능력에서도 유리한 것으로 나타났다. 기존의 유량계수식에 횡월류위어 형상에 대한 매개변수 $L/L_H$를 추가한 다중회귀분석으로 각 형상별 유량계수식과 형상을 일반화 시킨 통합 유량계수식을 제시하였다. 또한 선행연구 및 기존 연구자들의 실험자료와 본 실험의 연구자료를 이용하여, 측정된 월류량과 계산된 월류량을 비교하여 새롭게 제안하는 유량계수식의 적용성을 확인하였다.

• 소성∙가공
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• 제16권8호
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• pp.603-613
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• 2007

This paper is concerned with joining of thin metal sheets by single stroke clinching process. This method has been used in sheet metal work as it is a simple process and offers the possibility of joining similar-dissimilar thin sheet metals. Clinching generates a joint by overlapping metal sheets deforming plastically by punching and squeezing sequence. AA 5754 aluminum alloy of 0.5 mm thick sheets have been selected as a modal material and the process has been simulated under different process conditions and the results have been analyzed in terms of the quality of clinch joints which are influenced mainly by tool geometries. The rigid-plastic finite element method is applied to analyses in this paper. Analysis is focused mainly on investigation of deformation and material flow patterns influenced by major geometrical parameters such as die diameter, die depth, groove width, and groove corner radius, respectively. To evaluate the quality of clinch joints, four controlling or evaluation parameters have been chosen and they are bottom, neck thickness of bottom and top sheets, and undercut thickness, respectively. It has been concluded from the simulation results that the die geometries such as die depth and diameters are the most decisive process parameters influencing on the quality of clinch joints, and the bottom thickness is the most important evaluation parameter to determine if the quality of clinch joints satisfies the demand for industrial application.

• 한국광학회지
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• 제17권6호
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• pp.532-536
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• 2006

입체영상 획득시 입체영상 결상 위치는 입체감을 유발하는 중요한 요인이 된다. 평행방식과 교차방식 카메라는 주시각 제어가 불가능하고 획득 영상의 왜곡이 심한 단점에도 불구하고 구조가 간단하여 결상 위치 추정방법에 대한 다양한 연구가 진행되고 있다. 수평이동방식 카메라는 왜곡이 적고 주시각 제어가 가능하여 평행방식과 교차방식보다 많은 장점을 가지고 있지만 구조의 복잡성 때문에 연구가 부족하다. 본 논문에서는 입체영상의 촬영과 디스플레이의 기하학적 모델을 이용하여 수평이동방식 입체카메라의 입체영상 결상 거리 추정 방법을 제안하였다. 기존의 추정방법을 이용한 입체영상 결상거리는 ${\alpha}_2$가 1과 0.75 일 때 587.64mm에서 791.16mmn, 639.53mm에서 809.50mm 사이의 분포를 가지고 있다. 수평이동전과 수평이동후의 결상 위치 차이는 1.08mm에서 0.11mm까지의 범위를 가지고 있고 거리에 따른 수평이동량과 같은 형태임을 알 수 있었다.

• 대한전자공학회논문지TC
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• 제44권1호
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• pp.155-161
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• 2007

본 논문은 이동 통신 단말기에 사용되는 PCS 와 위성 DMB 이중 대역에서 동작 하는 기생패치를 이용한 적층형 헬릭스 모노폴안테나의 설계 및 제작 측정에 관한 논문이다. 안테나의 부피를 줄이기 위한 적층형 헬릭스 구조를 구현하기 위해 유전체의 윗면과 아랫면에 인쇄되어 있는 헬릭스 부분을 직경 0.35 mm 그리고 높이 0.4 mm 인 비아를 사용하였다. 그리고 이중 대역 동작을 위해 윗면과 아랫면 사이에 기생 패치를 삽입하였다. 이중 대역의 첫 번째 동작 주파수와 두번째 동작 주파수의 비는 기생패치의 구조적 변수에 의해 변화된다. 제작된 안테나는 유전율이 4.2 인 FR-4 기판을 사용하였고 면적은 $15.5{\times}7.6{\times}0.4 mm^3$ 이다. 측정된 대역폭(VSWR<2)은 PCS 대역에서 240 MHz 이고 위성 DMB 대역에서 250 MHz 이다.

• 드라이브 ㆍ 컨트롤
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• 제12권3호
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• pp.52-59
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• 2015

An electro hydraulic poppet valve (EHPV) and a variable orifice poppet are assembled in a single block, which is referred to as a RHINO but is also generally called a pilot-operated flow control valve. In this study, we analyzed the structure and the operating principle for a RHINO applied in a 21-ton electric excavator system. The RHINO was experimentally tested to measure the dynamic responses and the pressure energy loss. In this test, we investigated the variation in the conductance coefficient according to the increase in the supply pressure under a constant current and a variation in the flow rate according to the increase in the current. Then, the geometrical shapes and the spring stiffness of the RHINO were considered to develop an analysis model. The characteristics (current-force and hysteresis) for the solenoid based on the experimental data were reflected in the analysis model that was developed, and the reliability of the analysis model was also verified by comparing the experimental and analytical results. The developed model is thus considered to be reliable for use in a wide range of applications, including optimum design, sensitivity analysis, parameter tuning, etc.

• Nuclear Engineering and Technology
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• 제14권2호
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• pp.78-85
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• 1982

정상상태의 플라즈마의 이론적 해석을 통해서 플라즈마의 회전과 동위원소 분리기로서의 적합성을 분석하였다. 이 장치는 두개의 동심원통형 전극과 이들 사이의 원통형 공동으로 구성되었으며, 축 방향으로 외부자장이 걸려 있다. 두 전극사이에 생성되는 전류밀도는 전기방전의 형태로 동위원소 혼합물로부터 플라즈마를 생성하고, 자장과 교차되어 발생하는 Lorentz힘에 의해서 플라즈마를 회전시킨다. 자기 유체역학 방정식을 바탕으로 이 계를 설명하는 두개의 연립편미분방정식을 얻었고, 네 경계조건을 사용하여 Fourier-Bessel로 표현된 이차원적 전류밀도와 속도분포의 해를 얻었다. 실제로 가능한 조건하에서 플라즈마 회전속도는 $10^4$m/sec 정도에 달하고, Hartmann수가 커짐에 따라 플라즈마회전 속도도 커진다. 이 같은 고속의 회전속도를 감안해 볼때 플라즈마 원심분리기는 기계적으로 회전되는 가스원심분리기보다 훨씬 높은 효율을 가지게 될 것이다.

• Steel and Composite Structures
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• 제37권6호
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• pp.711-731
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• 2020

This paper deals with free vibration of FG sandwich annular sector plates on Pasternak elastic foundation with different boundary conditions, based on the three-dimensional theory of elasticity. The plates with simply supported radial edges and arbitrary boundary conditions on their circular edges are considered. The influence of carbon nanotubes (CNTs) waviness, aspect ratio, internal pores and graphene platelets (GPLs) on the vibrational behavior of functionally graded nanocomposite sandwich plates is investigated in this research work. The distributions of CNTs are considered functionally graded (FG) or uniform along the thickness of upper and bottom layers of the sandwich sectorial plates and their mechanical properties are estimated by an extended rule of mixture. In this study, the classical theory concerning the mechanical efficiency of a matrix embedding finite length fibers has been modified by introducing the tube-to-tube random contact, which explicitly accounts for the progressive reduction of the tubes' effective aspect ratio as the filler content increases. The core of structure is porous and the internal pores and graphene platelets (GPLs) are distributed in the matrix of core either uniformly or non-uniformly according to three different patterns. The elastic properties of the nanocomposite are obtained by employing Halpin-Tsai micromechanics model. A semi-analytic approach composed of 2D-Generalized Differential Quadrature Method (2D-GDQM) and series solution is adopted to solve the equations of motion. The fast rate of convergence and accuracy of the method are investigated through the different solved examples. Some new results for the natural frequencies of the plate are prepared, which include the effects of elastic coefficients of foundation, boundary conditions, material and geometrical parameters. The new results can be used as benchmark solutions for future researches.

• Advances in aircraft and spacecraft science
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• 제10권1호
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• pp.51-65
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• 2023

In this paper, the effect of deepness on in-plane free vibration behavior of a curved functionally graded (FG) nanobeam based on nonlocal elasticity theory has been investigated. Differential equations and boundary conditions have been developed based on Hamilton's principle. In order to figure out the size effect, nonlocal theory has been adopted. Properties of material vary in radial direction. By using Navier solution technique, the amount of natural frequencies has been obtained. Also, to take into account the deepness effect on vibrations, thickness to radius ratio has been considered. Differences percentage between results of cases in which deepness effect is included and excluded are obtained and influences of power-law exponent, nonlocal parameter and arc angle on these differences percentage are studied. Results show that arc angle and power law exponent parameters have the most influences on the amount of the differences percentage due to deepness effect. It has been observed that the inclusion of geometrical deep term and material distribution results in an increase in sensitivity of dimensionless natural frequency about variation of aforementioned parameters and a change in variation range of natural frequency. Finally, several numerical results of deep and shallow curved functionally graded nanobeams with different geometry dimensions are presented, which may serve as benchmark solutions for the future research in this field.

• Composites Research
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• 제19권1호
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• pp.22-28
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• 2006

금속재 라이너를 갖는 복합재 압력용기는 라이너의 반복 수명 향상을 위해 제조 공정 중 라이너가 압축잔류응력을 갖도록 하는 자긴처리 공정을 적용할 수 있다. 본 연구에서는 자긴처리에 의한 라이너의 압축잔류응력과 이후의 응력 거동을 정확히 예측할 수 있는 유한요소해석 기법을 제시하고, 이러한 해석 결과를 바탕으로 복합재 압력용기의 반복 수명을 예측할 수 있는 방법을 제안한다. 재료 및 기하학적 비선형성을 고려한 3차원 비선형 유한요소해석을 통해 라이너의 응력 거동을 정확히 예측하고, 압력용기의 반복수명을 결정짓는 파라미터로 금속재 라이너의 폰미세스 응력을 도입한다. 라이너 재료에 대한 피로시험과 복합재 압력용기 시제품에 대한 반복시험을 통해 제안된 방법의 타당성과 유효성을 입증한다.

• Earthquakes and Structures
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• 제26권4호
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• pp.311-326
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• 2024

Transmission tower structures are particularly susceptible to damage and even collapse under strong seismic ground motions. Conventional seismic analyses of transmission towers are usually performed by considering only ground motion uncertainty while ignoring structural uncertainty; consequently, the performance evaluation and failure prediction may be inaccurate. In this context, the present study numerically investigates the seismic responses and failure mechanism of transmission towers by considering multiple sources of uncertainty. To this end, an existing transmission tower is chosen, and the corresponding three-dimensional finite element model is created in ABAQUS software. Sensitivity analysis is carried out to identify the relative importance of the uncertain parameters in the seismic responses of transmission towers. The numerical results indicate that the impacts of the structural damping ratio, elastic modulus and yield strength on the seismic responses of the transmission tower are relatively large. Subsequently, a set of 20 uncertainty models are established based on random samples of various parameter combinations generated by the Latin hypercube sampling (LHS) method. An uncertainty analysis is performed for these uncertainty models to clarify the impacts of uncertain structural factors on the seismic responses and failure mechanism (ultimate bearing capacity and failure path). The numerical results show that structural uncertainty has a significant influence on the seismic responses and failure mechanism of transmission towers; different possible failure paths exist for the uncertainty models, whereas only one exists for the deterministic model, and the ultimate bearing capacity of transmission towers is more sensitive to the variation in material parameters than that in geometrical parameters. This research is expected to provide an in-depth understanding of the influence of structural uncertainty on the seismic demand assessment of transmission towers.