• 제어로봇시스템학회:학술대회논문집
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• 제어로봇시스템학회 1998년도 제13차 학술회의논문집
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• pp.474-479
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• 1998

In this paper, we present a mathematical model of the piezoelectric pump and its application to the automobile brake system. The piezoelectric pump consists of a multi-layered piezoelectric element a diaphragm, pumping values, resonant pipes and accumulators, and the maximum pumping power of 62W nab obtained in the previous experiments by using the piezoelectric element of 22mm diameter and 55.5mm length. A detailed mathematical model of the pump is derived here by considering the compressibility of the working oil, nonlinear characteristics of piezoelectric element, the time delay of pumping values' action and be on. The validity of the model is illustrated by comparing the experimental data and the simulation results. Using the mathematical model of the piezoelectric pump, a brake system for automobile disk brake is also simulated in this paper. The brake system consists of a piezoelectric pump as a power source, calipers and its piston to generate brake force, and a three position solenoid value to change the brake situation. It is shown that 15mm/sec of piston speed and 20kN of piston force are obtained by using the piezoelectric element of 33mm diameter and 55.5mm length.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2002년도 추계학술대회 논문집(I)
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• pp.715-720
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• 2002

The dynamic load effects, generated by moving trains, are transferred to the railway bridges through tracks. The dynamic load effects may vary due to the dynamic characteristics of the applied vehicle loads and the railway bridges including the track system. However, the track models have been neglected or simplified by spring elements in the most studies since it is quite complicated to consider the track systems in the dynamic analysis models of railway bridges. In this study track system on railway bridges are modeled using a three-dimensional discrete-support model that can simulate the load carrying behavior of tracks. A 40m simply supported prestressed concrete box-girder system adopted for high-speed railway bridges are modeled for simulation works. The train models are composed of 20 cars for KTX. The dynamic response of railway bridges are found to be affected depending on whether the track model is considered for not. The influencing rate depends on the traveling speed and different wheel-axle distance. The dynamic bridge response decreases remarkably by the track systems around the resonant frequency. Therefore, the resonance effect can be reduced by modifying the track properties in the railway bridge, especially for KTX trains.

• 한국군사과학기술학회지
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• 제17권1호
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• pp.57-63
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• 2014

In this paper, we have proposed a wide band antenna for manpack SDR(Software Defined Radio). The proposed antenna consists of feeding post, flexible gooseneck and two radiating elements composed of a upper and lower radiators. The upper radiator has a longer electrical length than the lower radiator in order to operate in the lower frequency. Also, the resonant frequency and impedance characteristics of the antenna can be adjusted independently for two radiators. Therefore, the proposed antenna can be achieved wide impedance bandwidth by the combination of two independent resonance modes. To analyze the characteristics of the antenna in the design process is employed the equivalent circuit theory and EM(Electro-Magnetic) simulation. The measurement results show that the proposed antenna have the sufficient wide bandwidth, above -3.4dBi of the gain and fairly good radiation pattern over the wide bandwidth.

• 한국추진공학회지
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• 제23권2호
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• pp.38-45
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• 2019

본 연구에서는 항공용 가스터빈의 연소실에서의 연소불안정 해석을 위한 고유값 도출을 목적으로 하는 1D 네트워크 모델을 개발하였다. 모델은 면적 변화가 있는 음향 네트워크 요소들 사이의 각종 지배 방정식을 통하여 개발되었고, 이를 이용하여 현재 개발 중인 복잡한 유로 형상을 갖는 실제 항공용 가스터빈 연소기에서의 음향장 해석에 적용되었다. 본 모델을 통하여 도출된 음향장 해석 결과는 3차원 유한요소해석 기반의 헬름홀츠 솔버의 계산 결과와 비교하였다.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 2008년도 정기 학술대회
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• pp.397-401
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• 2008

Knowledge of dynamic characteristics of structural elements often can make difference between success and failure in the design of structure due to resonance effect. In this paper an analytical model of a cantilever beam having midpoint load is considered for structural optimization. This involves creating the geometry which allows parametric study of all design variables. For that purpose optimization of cantilever beam is elaborated in order to find the optimum geometry which minimizes its volume eventually for minimum weight using ANSYS. But such geometry could be obtained by different combinations of width and height, so that it may have the same cross sectional area yet different dynamic behavior. So for optimum safe design, besides minimum volume it should have minimum vibration as well. In order to predict vibration different dynamic analyses are performed simultaneously to solve the eigenvalues problem assuming no damping initially through MATLAB simulations using state space form for modal analysis, which identifies the resonant frequencies and mode shapes belonging to the lowest three modes of vibration. And next by introducing damping effects tip displacement, bending stress and the vertical reaction force at the fixed end is evaluated under some dynamic load of varying frequency, and finally it is discussed how resonance can be avoided for particular design. Investigation of results clearly shows that only structural analysis is not enough to predict the optimum values of dimension for safe design. Potentially this technique will meet maintenance and cost goals of many organizations particularly for the application where dynamic loading is invertible and helps a lot ensuring that the proposed design will be safe for both static and dynamic conditions.

• Composites Research
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• 제17권6호
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• pp.22-27
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• 2004

본 논문은 비대칭 샌드위치 구조체인 표면안테나 구조의 설계 및 제작 그리고 피로거동의 관한 연구이다. 사용될 재료는 전기적 특성. 유전율 그리고 기계적 특성을 동시에 만족하여야 한다. 안테나의 전기적 특성을 위해 샌드위치 구조 층 사이에 마이크로스트립 안테나를 삽입시켰고, 위성통신을 목적으로 적절한 대역에서 설계하였다. 최종 제작된 표면 안테나 구조물은 $16{\;}{\tiems}{\;}8$개의 배열안테나로 설계시의 목적에 부합하는 특성을 나타내었다. 4점 굽힘실험을 통하여 표면안테나 구조물의 정하중 및 피로거동을 분석하였다. 피로하중은 0.75(1.875 kN) 하중수준을 나타내었다. 파단 시 변위는 굽힘실험 변위량인 5 mm 보다 많은 5.42 mm에서 파괴가 발생함을 볼 수 있었다. 피로실험결과와 단일하중 시의 피로수명 예측 식을 비교하였다.

• 한국전자파학회논문지
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• 제26권11호
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• pp.937-950
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• 2015

마이크로스트립 리플렉트어레이는 다수의 반사소자를 이용하여 방사패턴을 조절하는 안테나로서, 일반적으로 곡면형 반사판 안테나를 대체하기 위하여 연구되어왔다. 본 논문에서는 리플렉트어레이에 관한 간략한 설계 이론을 정리하고, 고이득 및 광대역 리플렉트어레이의 연구동향을 살펴본다. 리플렉트어레이의 이득 특성을 개선하기 위해서는 리플렉트어레이에서 구현되는 반사위상의 오차를 최소화해야 하는데, 이를 위해서는 충분히 넓은 반사위상 범위 및 낮은 반사위상 민감도를 얻어야 한다. 리플렉트어레이의 대역폭을 확장하기 위해서는 반사소자의 반사위상이 주파수에 대해 선형적인 특성을 가지도록 설계해야 한다. 본 논문에서는 적층형 구조, 단층 다중공진 구조 등, 고이득 및 광대역 리플렉트어레이를 위해 반사소자의 반사위상 특성을 개선하고자 하는 다양한 연구에 대해 살펴본다. 또한, 안테나를 보다 소형화하기 위해 리플렉트어레이를 이중 반사판 형태로 구현하는 연구를 소개하고, 마지막으로 Contoured 빔, 근거리 빔 집중, RCS 감소 등 다양한 리플렉트어레이 적용 사례에 대해 정리한다.

• 한국전자파학회논문지
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• 제21권7호
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• pp.778-785
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• 2010

본 논문에서는 소형 무선기기에 응용하기 위하여 비대칭 접지면을 갖는 CPW 급전 모노폴 안테나를 제안하였다. CPW 급전 방식을 이용하여 대역폭을 개선시켰으며, 좌우의 비대칭적인 접지면으로 각각의 공진 소자에 상이한 캐패시턴스를 발생시켜 동작 대역폭은 유지하면서 임피던스 매칭을 유도하였다. 측정 결과, VSWR< 2.5:1 기준으로 대역폭은 $824{\sim}890$ MHz와 $1,500{\sim}2,170$ MHz였으며, 방사 패턴은 전방향 특성을 갖는 것을 확인하였다. 안테나 최대 이득은 850, 1,575, 1,790, 1,930, 2,050 MHz 대역에서 각각 5.52, 0.64, 3.00, 0.94, 1.85 dBi로 측정 되었다. 제안한 안테나는 휴대 통신기기의 내장형 안테나에 응용하기 적합하게 구현되었다.

• 한국전기전자재료학회논문지
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• 제34권6호
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• pp.480-486
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• 2021

Magnetoelectric (ME) composite is composed of a piezoelectric material and a magnetostrictive material. Among various ME structures, 2-2 type layered ME composites are anticipated to be used as high-sensitivity magnetic field sensors and energy harvesting devices especially operating at its resonance modes. Rosen type piezoelectric transducer using piezoelectric material is known to amplify a small electrical input voltage to a large electrical output voltage. The output voltage of these Rosen type piezoelectric transducers can be further enhanced by modifying them into ME composite structures. Herein, we fabricated Rosen type ME composites by sandwiching Rosen type PMN-PZT single crystal between two Ni layers and studied their ME coupling. However, the voltage step-up ratio at the resonance frequency was found to be smaller than the value calculated with α_ME value. The ATILA FEA (Finite Elements Analysis) simulation results showed that the position of the nodal point was changed with the presence of a magnetostrictive layer. Thus, while designing a Rosen type ME composite with high performance in a resonant driving situation, it is necessary to optimize the position of the nodal point by optimizing the thickness or length of the magnetostrictive layer.

• Coupled systems mechanics
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• 제8권2호
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• pp.169-184
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• 2019

This research work presents a study that aims to assess the dynamic structural behaviour and also investigate the human comfort levels of a reinforced concrete building, when subjected to nondeterministic wind dynamic loadings, considering the effect of masonry infills on the global stiffness of the structural model. In general, the masonry fills most of the empty areas within the structural frames of the buildings. Although these masonry infills present structural stiffness, the common practice of engineers is to adopt them as static loads, disregarding the effect of the masonry infills on the global stiffness of the structural system. This way, in this study a numerical model based on sixteen-storey reinforced concrete building with 48 m high and dimensions of $14.20m{\times}15m$ was analysed. This way, static, modal and dynamic analyses were carried out in order to simulate the structural model based on two different strategies: no masonry infills and masonry infills simulated by shell finite elements. In this investigation, the wind action is considered as a nondeterministic process with unstable properties and also random characteristics. The fluctuating parcel of the wind is decomposed into a finite number of harmonic functions proportional to the structure resonant frequency with phase angles randomly determined. The nondeterministic dynamic analysis clearly demonstrates the relevance of a more realistic numerical modelling of the masonry infills, due to the modifications on the global structural stiffness of the building. The maximum displacements and peak accelerations values were reduced when the effect of the masonry infills (structural stiffness) were considered in the dynamic analysis. Finally, it can be concluded that the human comfort evaluation of the sixteen-storey reinforced concrete building can be altered in a favourable way to design.