• Journal of Power Electronics
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• 제16권4호
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• pp.1324-1335
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• 2016

This article explores the speed regulation problem of permanent magnet synchronous motor (PMSM) systems subjected to unknown time-varying disturbances. A continuous sliding mode control (CSMC) technique is introduced for the speed loop to enhance the robustness of PMSM systems and eliminate the chattering phenomenon caused by high-frequency switch function in the conventional control law. However, the high control gain of the CSMC law in the presence of strong disturbances leads to large steady-state speed fluctuations for PMSM systems. In many application fields, PMSM systems are affected by time-varying disturbances instead of constant disturbances. For example, electric bicycles are usually affected by changing environmental disturbances, including wind speeds, road conditions, etc. These disturbances may be in the form of constant, ramp, and parabolic disturbances. Hence, a generalized proportional integral (GPI) observer is employed to estimate these types of disturbances. Then, the disturbance estimation method and the aforementioned CSMC method are combined to establish a composite sliding mode control method called the CSMC+GPI method for the speed loop of PMSM systems. Contrary to the conventional sliding mode control technique, the proposed method completely eliminates the chattering phenomenon caused by the switching function in the conventional control law. Moreover, a small control gain for the CSMC+GPI method is chosen by feed-forwarding estimated values to the speed controller. Hence, the steady-state speed fluctuations are small. The effectiveness of the proposed control scheme is verified by simulation and experimental result.

• 한국해양학회지:바다
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• 제23권4호
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• pp.153-178
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• 2018

운용용으로 사용되는 대부분의 풍속자료는 10 m 기준 고도에서 측정 또는 생산된 자료이다. 이 연구는 이어도 해양과학기지 42.3 m 고도의 옥상 등대에서 측정 중인 풍속을 기준 고도의 풍속으로 변환시켜 국립해양조사원 누리집을 통해 실시간으로 제공하기 위한 사전 연구이다. 이를 위해 2015년에 이어도 기지에서 관측한 풍속을 대표적인 네 종류의 풍속 변환식 - 멱법칙식, 두 종류의 중립벽 로그법칙식(항력계수형, 거칠기 높이형), 대기 안정도 효과를 고려한 벽 로그법칙모델(안정도 고려 거칠기 높이형) -에 적용하였다. 관측 바람을 평가하는데 많이 사용되는 '안정도 고려 거칠기 높이형' 벽 로그법칙모델의 결과와 나머지 풍속 변환식 결과들을 서로 비교하였다. 그 결과 '거칠기 높이형' 벽 로그법칙식과 '안정도 고려 거칠기 높이형' 벽 로그법칙모델 간 편향과 평균 제곱근 편차는 각각 $-0.001m\;s^{-1}$와 $0.122m\;s^{-1}$로 가장 낮아 실시간 현업 운용 측면에서 상호 보완적으로 이 두 변환식을 함께 사용하는 것이 바람직하다는 결론을 도출하였다. 또한 이어도 해역에서 조석에 의한 풍속 관측 고도 변화가 풍속 변환에 미치는 영향을 분석하였다. 이들 변환식에 대한 조석 효과 고려 전후에 대한 비교 실험 결과, 편향과 평균 제곱근 편차는 각각 <$0.0001m\;s^{-1}$와 <$0.012m\;s^{-1}$로 그 영향은 미미하였다. 대기 표면 거칠기 높이를 사용하는 '거칠기 높이형' 벽 로그법칙식과 '안정도 고려 거칠기 높이형' 벽 로그 법칙모델을 이용하여 간편 풍속 변환식의 필수 입력값인 표면 거칠기 높이 값의 적절성에 관해 논의하였으며, 풍속 변환 정확도를 향상시킬 수 있는 표면 거칠기 높이 계산식을 제시하였다. 또한 인공위성 산란계(ASCAT) 풍속자료와 네 종류의 중립 연직 풍속 변환식들의 결과를 비교하여 이들 중 '안정도 고려 거칠기 높이형' 벽 로그법칙모델에서 안정도 항을 뺀 풍속 변환 모델의 정확도가 더 낫다는 결과를 제시하였다. 끝으로 이들 종래 $25m\;s^{-1}$ 이하 풍속에 최적화된 풍속 변환식들로부터 바람 항력계수를 산정 분석하여 강풍(${\geq}33m\;s^{-1}$) 환경에서도 적합한 풍속 변환식으로 개선 필요성에 관해 논의하였다.

• 대한기계학회논문집
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• 제14권5호
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• pp.1264-1271
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• 1990

본 연구에서는 회전 깃(rotor blade)을 폭 방향과 시위방향으로 많은 평면 페 널(panel)들로 나누어 이에 말굽쇠 형 화류(horseshoe vortex)를 분포시키는 양력면 (lifting surface)으로 대치하고 후류는 깃상의 순환(circulation)분포에 의해 그 크 기가 결정되는 와도(vorticity)를 와류격자로 대치하는 와류격자법(Vortex Lattice Method`VLM)을 사용하여 HAWT의 공기역학적 성능 예측을 시도하였다. 그리고 후류의 형상은 근 후류(near wake)와 원후류(far wake)로 나누어 근 후류는 깃의 후연(trail- ing edge)에서의 속도를 갖고 와선(vortex line)이 움직이게 하여 결정하였고 원 후류 는 반무한대 원형화류 실린더(semi-infinite circular vortex cylinder)로 취급하여 결정하였다.

• Wind and Structures
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• 제5권2_3_4호
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• pp.291-300
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• 2002

An efficient large eddy simulation algorithm is used to compute surface pressure distributions on an eleven story (target) building on the NIST campus. Local meteorology, neighboring buildings, topography and large vegetation (trees) all play an important part in determining the flows and therefore the pressures experienced by the target. The wind profile imposed at the upstream surface of the computational domain follows a power law with an exponent representing a suburban terrain. This profile accounts for the flow retardation due to friction from the surface of the earth, but does not include fluctuations that would naturally occur in this flow. The effect of neighboring buildings on the time dependent surface pressures experienced by the target is examined. Comparison of the pressure fluctuations on the single target building alone with those on the target building in situ show that, owing to vortices shed by the upstream buildings, fluctuations are larger when such buildings are present. Even when buildings are lateral to or behind the target, the pressure disturbances generate significantly different flows around this building. A simple grid-free mathematical model of a tree is presented in which the trunk and the branches are each represented by a collection of spherical particles strung together like beads on a string. The drag from the tree, determined as the sum of the drags of the component particles, produces an oscillatory, spreading wake of slower fluid, suggesting that the behavior of trees as wind breakers can be modeled usefully.

• 한국농공학회논문집
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• 제63권5호
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• pp.63-71
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• 2021

Windbreak forests, which have a windproof effect against strong winds, are known to be effective in reducing the spread of odors and dust emitted from livestock farms. The effect of reducing the spread of odors and dust can be estimated through numerical models such as computational fluid dynamics, which require aerodynamic coefficients of the windbreaks for accurate prediction of their performance. In this study, we aimed to evaluate the aerodynamic coefficients, Co, C₁, C₂, and α, of two windbreaks, Thuja occidentalis and a mesh net, through wind tunnel experiments. The aerodynamic coefficients were derived by the relation between the incoming wind speed and the pressure loss due to the windbreaks which was measured by differential pressure sensors. In order to estimate the change in the aerodynamic coefficient concerning various leaf density, the experiments were conducted repeatedly by removing the leaves gradually in various stages. The results showed that the power law regression model more suitable for coefficient evaluation compared to the Darcy-Forchheimer model.

• 대한전기학회:학술대회논문집
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• 대한전기학회 2004년도 하계학술대회 논문집 C
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• pp.1924-1926
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• 2004

여러 그룹의 연구 결과로서 고밀도 유도결합 플라즈마원 유체 수송 시뮬레이션을 위해 다양한 경계 조건을 포함한 여러 가지 모델이 제시되어 왔다. 본 연구에서는 가능한 모델들과 경계 조건을 설정하여 FDM(finite difference method), up wind scheme, power-law scheme, die1ectric relaxation scheme[1]을 기반으로한 1차원 시뮬레이션을 통해 정확성과 수치 해석적 안정성 및 효율성 연에서 비교, 검토하였다.

• Wind and Structures
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• 제23권6호
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• pp.543-558
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• 2016

The response of functionally graded ceramic-metal plates is investigated using theoretical formulation, Navier's solutions, and a new displacement based on the high-order shear deformation theory are presented for static analysis of functionally graded plates. The theory accounts for a quadratic variation of the transverse shear strains across the thickness, and satisfies the zero traction boundary conditions on the top and bottom surfaces of the plate without using shear correction factors. The plates are assumed to have isotropic, two-constituent material distribution through the thickness, and the modulus of elasticity of the plate is assumed to vary according to a power-law distribution in terms of the volume fractions of the constituents. Numerical results of the new refined plate theory are presented to show the effect of the material distribution on the deflections, stresses and fundamental frequencies. It can be concluded that the proposed theory is accurate and simple in solving the static and free vibration behavior of functionally graded plates.

• Wind and Structures
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• 제23권1호
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• pp.59-73
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• 2016

In this paper, a hyperbolic shear deformation beam theory is developed for free vibration analysis of functionally graded (FG) sandwich beams. The theory account for higher-order variation of transverse shear strain through the depth of the beam and satisfies the zero traction boundary conditions on the surfaces of the beam without using shear correction factors. The material properties of the functionally graded sandwich beam are assumed to vary according to power law distribution of the volume fraction of the constituents. The core layer is still homogeneous and made of an isotropic material. Based on the present refined beam theory, the equations of motion are derived from Hamilton's principle. Navier type solution method was used to obtain frequencies. Illustrative examples are given to show the effects of varying gradients and thickness to length ratios on free vibration of functionally graded sandwich beams.

• Wind and Structures
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• 제27권6호
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• pp.431-438
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• 2018

This paper presents a free vibration analysis of size-dependent functionally graded (FG) nanobeams with all surface effects considerations on the basis of modified couple stress theory. The material properties of FG nanobeam are assumed to vary according to power law distribution. Based on the Euler-Bernoulli beam theory, the modeled nanobeam and its equations of motion are derived using Hamilton's principle. An analytical method is used to discretize the model and the equation of motion. The model is validated by comparing the benchmark results with the obtained results. Results show that the vibration behavior of a nanobeam is significantly influenced by surface density, surface tension and surface elasticity. Also, it is shown that by increasing the beam size, influence of surface effect reduces to zero, and the natural frequency tends to its classical value.

• Wind and Structures
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• 제27권6호
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• pp.369-380
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• 2018

In this research work, nonlinear thermal buckling behavior of functionally graded (FG) plates is explored based a new higher-order shear deformation theory (HSDT). The present model has just four unknowns, by using a new supposition of the displacement field which enforces undetermined integral variables. A shear correction factor is, thus, not necessary. A power law distribution is employed to express the disparity of volume fraction of material distributions. Three kinds of thermal loading, namely, uniform, linear, and nonlinear and temperature rises over z-axis direction are examined. The non-linear governing equations are resolved for plates subjected to simply supported boundary conditions at the edges. The results are approved with those existing in the literature. Impacts of various parameters such as aspect and thickness ratios, gradient index, type of thermal load rising, on the non-dimensional thermal buckling load are all examined.