• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 2005년도 춘계학술대회 논문집
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• pp.1824-1827
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• 2005

For application to micro fluid control systems such as ${\mu}TAS$ (Micro Total Analysis Systems) and DDS (Drug Delivery Systems), it is very significant to handle precise and minute flow rates with low pressure pulsation. In this study, a novel valveless piezoelectric pump using peristaltic motion with three disk type PZT actuators is presented. The newly devised pump with an effective size of $70mm{\times}60mm{\times}55mm$ has three actuator layers connected in series from inlet to outlet. The PZT actuator has a maximum displacement of 240 ${\mu}m$ and a maximum force of 1.6 N. When the driving voltage for PZT actuators is sequentially applied with a certain phase shift, the pumping is performed by peristaltic motion of liquid volume. The working fluid is shut off without the driving voltage. Three methods for sequential driving are proposed and experimentally investigated. First and second methods utilize an intermittent sinusoidal waveform with phase shift of $90{\circ}\;and\;120^{\circ}$, respectively. Third method uses a rectangular waveform with phase shift of $90^{\circ}$. A controller with multi-phase shifter is designed and fabricated. Then, frequency and voltage-flow rate characteristics and load pressure-flow rate characteristics are experimentally investigated to verify the validity of the developed pump.

• 콘크리트학회논문집
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• 제17권5호
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• pp.687-694
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• 2005

건설 재료와 기술의 발달로 건축물이 장스팬화 ·경량화 되어 가고 있다. 이로 인해 건축물 바닥의 고유진동수(Frequency)와 감쇠비(damping ratio)가 감소함에 따라 거주자들의 바닥판의 수직진동에 대한 문제가 발생하고 있다 그러나 현행 사용성 기준은 바닥판의 최대 정적 처짐에 의해 결정하고 있다. 하지만 선행연구(Han et al., 2003)에서 현행 기준을 만족하는 바닥이 수직진동에 대한 사용성 기준을 만족하지 못하는 것을 볼 수 있다. 따라서 본 연구에서는 거주자들의 뒤꿈치 충격하중에 대한 수직진동 사용성 기준을 만족하는 바닥 두께를 제안하고자 하였다. 슬래브 재료의 특성과 뒤꿈치 충격하중 및 마감 고정하중의 불확실성을 고려하기 위해 Monte Carlo Simulation을 사용하여 확률적으로 접근하였다. 그 결과 4변 단순지지의 경우 두께가 스팬 길이의 $1/14\~1/17$에서, 4변 고정지지의 경우 스팬 길이의 $1/18\~1/25$인 경우에 초과 확률이$0\%$에 도달하였다.

• International Journal of Automotive Technology
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• 제8권6호
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• pp.731-744
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• 2007

A method for dynamic analysis and design calculation of a Powertrain Mounting System(PMS) including Hydraulic Engine Mounts(HEM) is developed with the aim of controlling powertrain motion and reducing low-frequency vibration in pitch and bounce modes. Here the pitch mode of the powertrain is defined as the mode rotating around the crankshaft of an engine for a transversely mounted powertrain. The powertrain is modeled as a rigid body connected to rigid ground by rubber mounts and/or HEMs. A mount is simplified as a three-dimensional spring with damping elements in its Local Coordinate System(LCS). The relation between force and displacement of each mount in its LCS is usually nonlinear and is simplified as piecewise linear in five ranges in this paper. An equation for estimating displacements of the powertrain center of gravity(C.G.) under static or quasi-static load is developed using Newton's second law, and an iterative algorithm is presented to calculate the displacements. Also an equation for analyzing the dynamic response of the powertrain under ground and engine shake excitations is derived using Newton's second law. Formulae for calculating reaction forces and displacements at each mount are presented. A generic PMS with four rubber mounts or two rubber mounts and two HEMs are used to validate the dynamic analysis and design calculation methods. Calculated displacements of the powertrain C.G. under static or quasi-static loads show that a powertrain motion can meet the displacement limits by properly selecting the stiffness and coordinates of the tuning points of each mount in its LCS using the calculation methods developed in this paper. Simulation results of the dynamic responses of a powertrain C.G. and the reaction forces at mounts demonstrate that resonance peaks can be reduced effectively with HEMs designed on the basis of the proposed methods.

• 전력전자학회논문지
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• 제12권6호
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• pp.500-509
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• 2007

본 논문에서는 FPGA를 사용하여 진행파형 초음파모터의 2상 입력 전원 전압의 주파수, 전압, 전압차 및 2상 간의 위상차 조절이 가능하고, 최대 8대의 초음파모터를 동시에 제어할 수 있는 PC기반 8채널 USB통신 초음파모터 디지털 제어기를 제안한다. 제안한 제어기는 FPGA를 사용한 디지털 논리에 의해 각각의 파라미터를 실시간으로 조절할 수 있을 뿐만 아니라 속도 및 위치 센서인 로터리 엔코더의 카운터 회로를 FPGA 회로에 내장시킴으로써 별도의 외부 회로 구성이 불필요하여 제어기의 크기나 생산비용의 절감을 기대할 수 있다. 제안한 새로운 방식의 제어기의 성능을 검사하기 위해서 홀딩토크가 다른 2가지 타입의 초음파모터에 대한 각 파라미터 조절에 따른 무부하 속도 특성을 실험하였다.

• 대한전자공학회논문지TC
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• 제45권1호
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• pp.110-114
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• 2008

본 논문에서는 단일 FET를 이용하여 2.14GHz/5.2GHz 이중대역 고효율 Class F 전력증폭기를 설계 구현하였다. 전송선로를 이용하여 초기의 정합값을 적절히 이동시켜 하나의 능동소자로 2.14GHz/5.2GHz의 이중대역에서 동작되는 전력증폭기를 설계하였으며, 2.14GHz에서 32.65dBm의 출력과 11dB의 출력이득 36%의 전력효율을, 5.2GHz에서 7dB의 출력이득의 특성을 보였다. 고조파를 제어 회로를 설계하여 증폭기의 출력단에 추가 하여 Class F로 동작하는 이중대역 전력증폭기를 설계 하였다. 이중대역 Class F 전력증폭기는 2.14GHz에서 9.9dB의 출력이득과 30dBm의 출력, 55%의 전력효율을 가졌으며, 5.2GHz에서 11.7dB의 출력이득을 갖는 특성을 보였다. 고조파 제어 회로를 이용한 이중대역 Class F 전력증폭기가 전력효율을 향상시킴을 보였다.

• 대한기계학회논문집A
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• 제35권7호
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• pp.709-715
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• 2011

로봇 머니퓰레이터의 정밀한 제어를 위하여 하모닉 드라이브와 조인트 토크센서가 널리 사용되고 있다. 하모닉 드라이브는 구조적 특징으로 인하여 토크리플을 발생시키는데, 토크센서와 하모닉 드라이브가 직결된 경우에 토크리플은 토크센서에 전달되어 토크센서를 사용하는 제어기나 관측기의 성능을 저해한다. 본 논문에서는 토크리플과 하모닉 드라이브 속도의 관계를 도출하고, 이를 토대로 토크리플을 효과적으로 감쇄시키는 스위칭 노치필터를 제안한다. 제안된 스위칭 노치필터는 기존에 제시되었던 이론에 비하여 직관적이고, 추가적인 회로부나 기구부 구성이 필요 없으며, 연산량이 적은 장점이 있다. 또한 다양한 실험을 통하여 스위칭 노치필터의 필터링 성능, 빠른 응답속도와 스위칭 안정성을 검증하였다.

• Steel and Composite Structures
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• 제7권6호
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• pp.457-468
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• 2007

Analytical and experimental investigation on dynamic properties of extra lightweight concrete sandwich beams reinforced with various lay ups of carbon reinforced epoxy polymer composites (CFRP) are discussed. The lightweight concrete used in the core of the sandwich beams was made up of extra lightweight aggregate, Lica. The density of concrete was half of that of the ordinary concrete and its compressive strength was about $100Kg/cm^2$. Two extra lightweight unreinforced (control) beams and six extra lightweight sandwich beams with various lay ups of CFRP were clamped in one end and tested under an impact load. The dimension of the beams without considering any reinforcement was 20 cm ${\times}$ 10 cm ${\times}$ 1.4 m. These were selected to ensure that the effect of shear during the bending test would be minimized. Three other beams, made up of ordinary concrete reinforced with steel bars, were tested in the same conditions. For measuring the damping capacity of sandwich beams three methods, Logarithmic Decrement Analysis (LDA), Hilbert Transform Analysis (HTA) and Moving Block Analysis (MBA) were applied. The first two methods are in time domain and the last one is in frequency domain. A comparison between the damping capacity of the beams obtained from all three methods, shows that the damping capacity of the extra lightweight concrete decreases by adding the composite reinforced layers to the upper and lower sides of the beams, and becomes most similar to the damping of the ordinary beams. Also the results show that the stiffness of the extra lightweight concrete beams increases by adding the composite reinforced layer to their both sides and become similar to the ordinary beams.

• 한국주조공학회지
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• 제25권1호
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• pp.16-22
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• 2005

This study aims to investigate the effects of the microstructures and nodule type on the fatigue characteristics of cast iron. Fatigue tests were carried out in tension-tension mode using a servo-hydraulic testing machine with load control mode operating at a frequency of 15 Hz. The tests were conducted at stress ratio R=Kmin/Kmax, of 0.1. Initial crack ${\Dalta}K$ values were highly performed with increase in tensile strength of DCI fatigue specimens. ${\Dalta}K_{th}$ region, fatigue crack propagation was primarily advanced through cell boundary and in periphery of near nodule. Fatigue crack propagation rate of D2 consisted with 2Phase(Ferrite+Pearlite) was slow due to crack closure enhanced by crack deflection and occurred crack branching. The generation of crack branch was occurred due to interaction of crack-nodule. At Threshold and Paris zone, the fractographs of the fatigue fracture surface for DCI show typical striations of a ductile fracture and isolated cleavage planes near graphite. The effect of microstructure on fatigue crack propagation of GC strongly depends on the type of flake. The generation of crack branch occurred due to interaction of crack-nodule. The fractographs of the fatigue fracture surface for GC show cleavage plane along the flake graphite.

• Wind and Structures
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• 제31권3호
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• pp.241-253
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• 2020

The inerter-based vibration absorber (IVA) is an enhanced variation of Tuned Mass Damper (TMD). The parametric optimization of absorbers in the previous research mainly considered only two decision variables, namely frequency ratio and damping ratio, and aimed to minimize peak displacement and acceleration individually under the excitation of the across-wind load. This paper extends these efforts by minimizing two conflicting objectives simultaneously, i.e., the extreme displacement and acceleration at the top floor, under the constraint of the physical mass. Six decision variables are optimized by adopting a constrained multi-objective evolutionary algorithm (CMOEA), i.e., NSGA-II, under fluctuating across- and along-wind loads, respectively. After obtaining a set of optimal individuals, a decision-making approach is employed to select one solution which corresponds to a Tuned Mass Damper Inerter/Tuned Inerter Damper (TMDI/TID). The optimization procedure is applied to parametric optimization of TMDI/TID installed in a 340-meter-high building under wind loads. The case study indicates that the optimally-designed TID outperforms TMDI and TMD in terms of wind-induced vibration mitigation under different wind directions, and the better results are obtained by the CMOEA than those optimized by other formulae. The optimal TID is proven to be robust against variations in the mass and damping of the host structure, and mitigation effects on acceleration responses are observed to be better than displacement control under different wind directions.

• 한국표면공학회:학술대회논문집
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• 한국표면공학회 2018년도 춘계학술대회 논문집
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• pp.72-72
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• 2018

A dynamic fatigue characteristic of dental implant system has been evaluated with applying single axial compressive shear loading based on the ISO 14801 standard. For the advanced dynamic fatigue test, multi-directional force and motion needed to be accompanied for more information of mechanical properties as based on mastication in oral environment. In this study, we have prepared loading and motion protocol for the multi-directional fatigue test of dental implant system with single (Apical/Occlusal; AO), and additional mastication motion (Lingual/Facial; LF, Mesial/Distal; MD). As following the prepared protocol (with modification of ISO 14801), fatigue test was conducted to verify the worst case results for the development of highly stabilized dental implant system. Mechanical testing was performed using an universal testing machine (MTS Bionix 858, MN, USA) for static compression and single directional loading fatigue, while the multi-directional loading was performed with joint simulator (ADL-Force 5, MA, USA) under load control. Basically, all mechanical test was performed according to the ISO 14801:2016 standard. Static compression test was performed to identify the maximum fracture force with loading speed of 1.0 mm/min. A dynamic fatigue test was performed with 40 % value of maximum fracture force and 5 Hz loading frequency. A single directional fatigue test was performed with only apical/occlusal (AO) force application, while multi directional fatigue tests were applied $2^{\circ}$ of facial/lingual (FL) or mesial/distal (MD) movement. Fatigue failure cycles were entirely different between applying single-directional loading and multi-directional loading. As a comparison of these loading factor, the failure cycle was around 5 times lower than single-directional loading while applied multi-directional loading. Also, the displacement change with accumulated multi-directional fatigue cycles was higher than that of single directional cycles.