• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2005년도 추계학술대회논문집
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• pp.180-183
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• 2005

2 axis gimbals systems are extensively used in various tracking devices for attaining the system's objective. Designers are sometimes passing over the dynamic characteristics of system in vibrating condition In this paper, 2 axis gimbals systems including interface elements is modeled with finite elements. To verify this model, the finite element model is refined by using the experimental model data. The refined model is simulated with I-DEAS and MSC.NATRAN's FRF(Frequency response Function) and RRA(Random vibration Response Analysis) function to get dynamic characteristics of 2 axis gimbals system.

• 한국터널지하공간학회 논문집
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• 제21권6호
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• pp.861-874
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• 2019

최근 발생한 포항과 경주 지진 이후 공동구와 같은 소단면 터널 구조물에 대한 내진 성능 평가에 대한 관심이 증가하고 있다. 이 연구에서는 유한 차분법 기반의 FLAC3D를 사용하여 지진 하중에 대한 수직구와 수평 터널 구조물에 대한 3차원 동적 해석을 수행하였다. 특히 지반과 구조물 사이 경계면 특성을 고려한 지반-구조물 상호 해석 시 중요 인자인 경계면 강성 계수의 영향을 분석하기 위한 매개변수 해석을 수행하였다. 매개변수 해석을 통해 경계면 강성 계수는 지하 구조물의 전체 동적 거동에는 큰 영향을 미치지 않지만 접속부의 국부적인 변위 거동에는 큰 영향을 미치는 것을 확인 할 수 있었다. 경계면 강성계수의 크기는 접속부에서의 변위와 반비례하는 경향을 보였으며, 수직 응력 및 전단 응력에 대해서는 비례하는 경향을 확인하였다. 연구 결과 수치 해석에서 주로 사용되고 있는 경계면 강성 계수에 대한 경험적 식의 한계를 제시할 수 있었으며, 새로운 경계면 강성 계수 모델 개발의 필요성을 확인하였다.

• 대한전자공학회논문지SD
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• 제43권6호
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• pp.9-17
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• 2006

SoC(System-On-Chip) 시스템에서 초 저전력 시스템을 구현하기 위한 dynamic voltage and frequency scaling (DVFS)알고리즘에 사용될 시스템 버스의 다중 코어 전압 레벨을 생성해주는 새로운 다계층(multi-level) 코어 전압용 high-speed level up/down Shifter 회로를 제안한다. 이 회로는 내부 회로군과 외부 회로군 사이에서 서로 다른 전압레벨을 조정 접속하는 I/O용 level up/down shifter interface 회로로도 동시에 사용된다. 제안하는 회로는 인터페이스 접속에서 불가피하게 발생하는 속도감쇄와 Duty Ratio 불안정 문제를 최소화하는 장점을 갖고 있다. 본 회로는 500MHz의 입력 주파수에서 $0.6V\sim1.6V$의 다중 코어 전압을 각 IP들에서 사용되는 전압레벨로, 또는 그 반대의 동작으로 서로 Up/Down 하도록 설계하였다 그리고 제안하는 I/O 용 회로의 level up shifter는 500MHz의 입력 주파수에서 내부 코어 용 level up shifter의 출력전압인 1.6V를 I/O 전압인 1.8V, 2.5V, 3.3V로 전압레벨을 상승 하도록 설계하였으며, level down shifter는 반대의 동작으로 1Ghz의 입력 주파수에서 동작하도록 설계하였다. 시뮬레이션 및 결과는 $0.35{\mu}m$ CMOS Process, $0.13{\mu}m$ IBM CMOS Process 와 65nm CMOS model 변수를 이용한 Hspice를 통하여 검증하였다. 또한, 제안하는 회로의 지연시간 및 파워소모 분석과 동작 주파수에 비례한 출력 전압의 Duty ratio 왜곡에 대한 연구도 하였다.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2011년도 춘계학술대회 논문집
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• pp.1085-1091
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• 2011

The dynamic stability of railway vehicle has been one of the important issues in railway safety. The dynamic simulator has been used in the study about the dynamic stability of railway vehicle and wheel/rail interface. Especially, a small scale simulator has been widely used in the fundamental study in the laboratory instead of full scale roller rig which is not cost effective and inconvenient to achieve diverse design parameters. But the technique for the design of the small scale simulator for the fundamental study about the dynamic characteristics of the wheel-rail system and the bogie system has not been well developed in Korea. Therefore, the research about the development of the small scale simulator and the bogie has been conducted. This paper presents the design of the small-scaled derailment simulator and the example design case of a small scale bogie. The simulator could be used in the study about the effect of diverse parameters such as attack angle, wheelbase and cant on dynamic behavior of the bogie and the safety parameter such as derailment coefficient and critical speed.

• 에너지공학
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• 제11권3호
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• pp.194-202
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• 2002

본 논문은 객체지향 프로그램(OOP)을 사용하여 광양제철소 전력계통의 과도안정도를 모의한다. OOP는 절차식 프로그램보다 유연한 방법으로서 동적인 시스템의 모의에 여러 가지 장점이 있다. 시스템의 변화가 있으면 프로그램 전체을 수정하는 대신 필요한 부분만을 수정하면 되므로, 프로그램의 유지 및 보수가 매우 용이하다. 본 논문에서는 OOP를 이용하여 동적인 시스템의 해석을 위한 유연한 방법을 제시하였다. 시스템을 직접 사용자가 그려서 전력조류계산과 동적 안정도를 모의할 수 있는 사용자 인터페이스를 구현하여 17기의 동기발전기와 25기의 동기전동기로 구성되는 광양제철소 전력계통의 동적 안정도 해석에 적용하였다.

• 한국세라믹학회지
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• 제42권8호
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• pp.537-541
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• 2005

Silicon nitride is one of the most successful engineering ceramics, owing to a favorable combination of properties, including high strength, high hardness, low thermal expansion coefficient, and high fracture toughness. However, the impact damage behavior of $Si_3N_4$ ceramics has not been widely characterized. In this study, sphere and explosive indentations were used to characterize the static and dynamic damage behavior of $Si_3N_4$ ceramics with different microstructures. Three grades of $Si_3N_4$ with different grain size and shape, fine-equiaxed, medium, and coarse-elongated, were prepared. In order to observe the subsurface damaged zone, a bonded-interface technique was adopted. Subsurface damage evolution of the specimens was then characterized extensively using optical and electron microscopy. It was found that the damage response depends strongly on the microstructure of the ceramics, particularly on the glassy grain boundary phase. In the case of static indentation, examination of subsurface damage revealed competition between brittle and ductile damage modes. In contrast to static indentation results, dynamic indentation induces a massive subsurface yield zone that contains severe micro-failures. In this study, it is suggested that the weak glassy grain boundary phase plays an important role in the resistance to dynamic fracture.

• Structural Engineering and Mechanics
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• 제44권6호
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• pp.801-814
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• 2012

The strain rate effects on the interaction between a Mode I matrix crack and an inclined elliptic matrix-inclusion interface under dynamic tensile loadings were investigated numerically, and the results are in agreement with previous experimental data. It is found, for a given material system, that there are the first and the second critical strain rates, by which three kinds of the subsequent crack growth patterns can be classified in turn with the increasing strain rate, namely, the crack deflection, the double crack mode and the perpendicular crack penetration. Moreover, such a crack deflection/penetration behavior is found to be dependent on the relative interfacial strength, the inclined angle and the inclusion size. In addition, it is shown that the so-called strain rate effect on the dynamic strength of granule composites can be induced directly from the structural dynamic response of materials, not be entirely an intrinsic material property.

• 대한기계학회논문집A
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• 제25권6호
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• pp.949-958
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• 2001

A semi-infinite interfacial crack propagated with constant velocity in two bonded anisotropic strips under out-of-plane clamped displacements is analyzed. Using Fourier integral transform the problem is formulated and the Wiener-Hopf equation is derived. By solving this equation the asymptotic stress and displacement fields near the crack tip are obtained, where the results get more general expressions applicable not only to isotropic/orthotropic materials but also to the extent of the anisotropic material having one plane of elastic symmetry for the interfacial crack. The dynamic stress intensity factor is obtained as a closed form, which is decreased as the velocity of crack propagation increases. The critical velocity where the stress intensity factor comes to zero is obtained, which agrees with the lower value between the critical values of parallel crack merged in the material 1 and 2 adjacent to the interface. Using the near tip fields of stresses and displacements, the dynamic energy release rate is also obtained as a form of the stress intensiy factor.

• 한국전산유체공학회:학술대회논문집
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• 한국전산유체공학회 2010년 춘계학술대회논문집
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• pp.551-555
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• 2010

Electrowetting is a versatile tool to handle tiny droplets and forms a backbone of digital microfluidics. Numerical analysis is necessary to fully understand the dynamics of electrowetting, especially in designing electrowetting-based devices, such as liquid lenses and reflective displays. We developed a numerical method to analyze the general contact-line problems, incorporating dynamic contact angle models. The method is based on the conservative level set method to capture the interface of two fluids without loss of mass. We applied the method to the analysis of spreading process of a sessile droplet for step input voltages and oscillation of the droplet for alternating input voltages in electrowetting. The result was compared with experimental data. It is shown that contact line friction significantly affects the contact line motion and the oscillation amplitude. The pinning process of contact line was well represented by including the hysteresis effect in the contact angle models. In level set method, in the mean time, material properties are made to change smoothly across an interface of two materials with different properties by introducing an interpolation or smoothing scheme. So far, the weighted arithmetic mean (WAM) method has been exclusively adopted in level set method, without complete assessment for its validity. We viscosity, thermal conductivity, electrical conductivity, and permittivity, can be an alternative. I.e., the WHM gives more accurate results than the WAM method in certain circumstances. The interpolation scheme should be selected considering various characteristics including type of property, ratio of property of two fluids, geometry of interface, and so on.

• Coupled systems mechanics
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• 제1권4호
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• pp.381-395
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• 2012

Dynamic response of Pile Supported Structures is highly depended on Soil Pile Structure Interaction. In this paper, by comparison of experimental and numerical dynamic responses of a prototype jacket offshore platform for both hinge based and pile supported boundary conditions, effect of soil-pile-structure interaction on dynamic characteristics of this platform is studied. Jacket and deck of a prototype platform is installed on a hinge-based case first and then platform is installed on eight skirt piles embedded on continuum monolayer sand. Dynamic characteristics of platform in term of natural frequencies, mode shapes and modal damping are compared for both cases. Effects of adding and removing vertical bracing members in top bay of jacket on dynamic characteristics of platform for both boundary conditions are also studied. Numerical simulation of responses for the studied platform is also performed for both mentioned cases using capability of ABAQUS and SACS software. The 3D model using ABAQUS software is created using solid elements for soil and beam elements for jacket, deck and pile members. Mohr-Coulomb failure criterion and pile-soil interface element are used for considering nonlinear pile soil structure interaction. Simplified modeling of soil-pile-structure interaction effect is also studied using SACS software. It is observed that dynamic characteristics of the system changes significantly due to soil-pile-structure interaction. Meanwhile, both of complex and simplified (ABAQUS and SACS, respectively) models can predict this effect accurately for such platforms subjected to dynamic loading in small range of deformation.