• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2004년도 추계학술대회논문집
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• pp.1056-1061
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• 2004

The vibration of rotor systems is caused by various factors, such as misalignment, unbalance, gear meshing, error of assembly, etc. Modal test and TDA/ODS analysis were done. The dynamic analysis of the armature was done with SAMCEF which is a commercial software for finite element and kinematic analysis. The transient response of the armature is calculated by the SAMCEF with the consideration of magnetic force and bearing stiffness, which are the essential elements for the design of high speed cutter. Main frequency of the vibration is due to the unbalance of the armature. The FEM analysis model considering unbalance and the high speed cutter have same vibration properties. The vibration sources of the high speed cutter is proved to be unbalance.

• 한국광물학회지
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• 제20권4호
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• pp.313-325
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• 2007

본 연구에서는 점토광물 표면 클러스터의 크기와 결정학적 위상이 전자 밀도와 자기 차폐 텐서에 미치는 영향을 살펴보기 위하여 캐올리나이트 규산염 층을 대표하는 세 개의 서로 다른 위상의 모델 클러스터와 벤질 알코올과의 상호작용에 대해 다양한 수준의 양자화학 계산을 수행하였다. 모델 클러스터 1은 단순화된 7개의 규산염 고리로 이루어졌고, 모델 클러스터 2는 결정학적 위상을 가진 7개의 규산염 고리로 이루어졌으며, 모델 클러스터 3은 세 개의 규산염 고리와 팔면체 고리로 이루어져 있다. 멀리켄 전하 계산 결과 벤질 알코올과의 반응 후의 상대적인 전자 밀도 이동의 크기는 모델클러스터 3의 사면체 쪽 > 모델 클러스터 1 > 모델 클러스터 2 > 모델 클러스터 3의 팔면체 쪽의 순으로 계산되었다. 또한 벤질 알코올과 강한 수소 결합을 하는 원자들의 전자 밀도 이동이 상대적으로 크다 벤질 알코올 흡착 전에 대한 사면체 표면 원자들의 자기 차폐 텐서 결과는 결정학적 위상을 고려하지 않은 경우 표면 중심으로부터의 거리가 비슷한 산소들끼리 유사한 등방 자기 차폐 텐서 값들을 갖고, 결정학적 위상을 고려한 경우는 결정학적으로 서로 다른 산소 자리(O3, O4, O5)에 대해 각각 $228.2{\pm}3.9,\;228.9{\pm}3.4,\;222.3{\pm}3.0ppm$으로 계산되었다. 흡착 전후의 산소 원자의 화학 차폐의 차이는 알코올과 근접한 산소들에서 약 $1{\sim}5.5ppm$ 정도의 변화가 나타나며 이러한 변화는 최근의 고분해능 이차원 핵자기공명분광 분석을 이용하면 실험으로 관찰할 수 있을 것으로 예상된다. 또한 모델 클러스터 2의 화학 차폐의 변화는 모델 클러스터 1보다 상대적으로 큰 특징을 보인다. 전자밀도 이동과 화학 차폐의 변화는 약한 양의 상관관계를 가진다. 이러한 결과들은 캐올리나이트 규산염 사면체 층과 벤질 알코올이 약한 수소 결합과 벤젠 고리와 규산염 층 산소 원자들의 약한 정전기적 힘에 의해 흡착되고 있음을 보여준다. 본 연구는 점토광물과 유기물에 대한 양자 화학 계산에서 클러스터 크기와 결정학적 위상이 고려되어야 함을 제시한다.

• Smart Structures and Systems
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• 제16권5호
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• pp.961-980
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• 2015

Magnetorheological (MR) fluids are capable of changing their rheological properties under the application of external fields. When MR fluids operate in the so-called squeeze mode, in which displacement levels are limited to a few millimetres but there are large forces, they have many potential applications in vibration isolation. This paper presents an experimental and a numerical investigation of the performance of an MR fluid under tensile and compressive loads and oscillatory squeeze-flow. The performance of the fluid was found to depend dramatically on the strain direction. The shape of the stress-strain hysteresis loops was affected by the strength of the applied field, particularly when the fluid was under tensile loading. In addition, the yield force of the fluid under the oscillatory squeeze-flow mode changed almost linearly with the applied electric or magnetic field. Finally, in order to shed further light on the mechanism of the MR fluid under squeeze operation, computational fluid dynamics analyses of non-Newtonian fluid behaviour using the Bingham-plastic model were carried out. The results confirmed superior fluid performance under compressive inputs.

• 한국자기학회지
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• 제2권2호
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• pp.140-144
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• 1992

강자계 내에서 영구자석의 자화량은 변한다. 따라서 영구자석을 포함하는 자기 시스템의 정확한 해석을 위해서는 영구자석의 자화량의 변화를 고려해 주어야 한다. 그런데 영구자석의 자화량 은 히스테리시스 특성을 가지고 변하므로 단순한 수식으로 표현이 되지 않으므로 종래의 방법으로는 수치모사가 불가능하다. 본 논문에서는 Preisach 모델과 결합된 유한요소법으로 히스테리시스 특성을 갖는 영구자석의 자화량을 수치모사하였다. 보자력과 잔류자속밀도 값이 다른 두 자석을 서로 접근시 킬 때 작용하는 힘을 본 방법으로 계산한 값과 strain gauge type load cell로 측정한 값이 잘 일치 함을 보임으로써, 본 방법이 자화량의 변화가 발생되는 영구자석기기의 해석에 적합함을 보였다.

• Advances in biomechanics and applications
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• 제1권3호
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• pp.169-185
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• 2014

Computational multibody models of the elbow can provide a versatile tool to study joint mechanics, cartilage loading, ligament function and the effects of joint trauma and orthopaedic repair. An efficiently developed computational model can assist surgeons and other investigators in the design and evaluation of treatments for elbow injuries, and contribute to improvements in patient care. The purpose of this study was to develop an anatomically correct elbow joint model and validate the model against experimental data. The elbow model was constrained by multiple bundles of non-linear ligaments, three-dimensional deformable contacts between articulating geometries, and applied external loads. The developed anatomical computational models of the joint can then be incorporated into neuro-musculoskeletal models within a multibody framework. In the approach presented here, volume images of two cadaver elbows were generated by computed tomography (CT) and one elbow by magnetic resonance imaging (MRI) to construct the three-dimensional bone geometries for the model. The ligaments and triceps tendon were represented with non-linear spring-damper elements as a function of stiffness, ligament length and ligament zero-load length. Articular cartilage was represented as uniform thickness solids that allowed prediction of compliant contact forces. As a final step, the subject specific model was validated by comparing predicted kinematics and triceps tendon forces to experimentally obtained data of the identically loaded cadaver elbow. The maximum root mean square (RMS) error between the predicted and measured kinematics during the complete testing cycle was 4.9 mm medial-lateral translational of the radius relative to the humerus (for Specimen 2 in this study) and 5.30 internal-external rotation of the radius relative to the humerus (for Specimen 3 in this study). The maximum RMS error for triceps tendon force was 7.6 N (for Specimen 3).

• Earthquakes and Structures
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• 제11권6호
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• pp.1077-1099
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• 2016

One of the main shortcomings in the current passive base isolation system is lack of adaptability. The recent research and development of a novel adaptive seismic isolator based on magnetorheological elastomer (MRE) material has created an opportunity to add adaptability to base isolation systems for civil structures. The new MRE based base isolator is able to significantly alter its shear modulus or lateral stiffness with the applied magnetic field or electric current, which makes it a competitive candidate to develop an adaptive base isolation system. This paper aims at exploring suitable control algorithms for such adaptive base isolation system by developing a close-loop semi-active control system for a building structure equipped with MRE base isolators. The MRE base isolator is simulated by a numerical model derived from experimental characterization based on the Bouc-Wen Model, which is able to describe the force-displacement response of the device accurately. The parameters of Bouc-Wen Model such as the stiffness and the damping coefficients are described as functions of the applied current. The state-space model is built by analyzing the dynamic property of the structure embedded with MRE base isolators. A Lyapunov-based controller is designed to adaptively vary the current applied to MRE base isolator to suppress the quake-induced vibrations. The proposed control method is applied to a widely used benchmark base-isolated structure by numerical simulation. The performance of the adaptive base isolation system was evaluated through comparison with optimal passive base isolation system and a passive base isolation system with optimized base shear. It is concluded that the adaptive base isolation system with proposed Lyapunov-based semi-active control surpasses the performance of other two passive systems in protecting the civil structures under seismic events.

• Journal of Magnetics
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• 제18권4호
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• pp.481-486
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• 2013

An electromagnetic launcher (EML) system accelerates and launches a projectile by converting electric energy into kinetic energy. There are two types of EML systems under development: the rail gun and the coil gun. A railgun comprises a pair of parallel conducting rails, along which a sliding armature is accelerated by the electromagnetic effects of a current that flows down one rail, into the armature and then back along the other rail, but the high mechanical friction between the projectile and the rail can damage the projectile. A coil gun launches the projectile by the attractive magnetic force of the electromagnetic coil. A higher projectile muzzle velocity needs multiple stages of electromagnetic coils, which makes the coil gun EML system longer. As a result, the installation cost of a coil gun EML system is very high due to the large installation site needed for the EML. We present a coil gun EML system that has a new structure and arrangement for multiple electromagnetic coils to reduce the length of the system. A mathematical model of the proposed coil gun EML system is developed in order to calculate the magnetic field and forces, and to simulate the muzzle velocity of a projectile by driving and switching the electric current into multiple stages of electromagnetic coils. Using the proposed design, the length of the coil gun EML system is shortened by 31% compared with a conventional coil gun system while satisfying a target projectile muzzle velocity of over 100 m/s.

• 대한기계학회논문집
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• 제15권6호
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• pp.1886-1896
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• 1991

본 연구에서는 부상높이를 예측할 수 있는 방법을 개발하고 연관된 변수들의 변동에 따른 부상높이를 검토함으로써 불안정한 극소 공기막 형성시 유발되는 자기헤 드와 하드 디스크간 정보손실 및 하드 디스크의 표면손상을 막고 고성능 자기기억장치 설계에 도움이 되고자 한다.

• 한국전산구조공학회논문집
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• 제20권6호
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• pp.761-767
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• 2007

건축 및 토목 구조물의 진동 제어분야에서 중앙집중식 제어방식은 주어진 목표응답수준을 만족시키기 위해서 전력공급, 센서, 그리고 감쇠기 등을 포함하는 복잡한 제어시스템을 구축하고 유지하는 노력이 필요하고, 구조물 유한요소모델의 큰차수, 모델의 불확실성, 가력장치의 제한 등의 이유로 적용성의 한계가 있다. 본 논문에서는 센서 혹은 컴퓨터없이 준능동 MR 감쇠기가 설치된 층만의 정보에 의해 제어력이 생성되는 분산제어식 응답의존형 MR 감쇠기가 제안하였다. 제안된 분산제어식 응답의존형 MR 감쇠기는 구조물의 층전단력에 대한 가변마찰력 크기 비의 변화에 따라 지진하중을 받는 구조물의 제어성능이 수동인 경우와 비선형 시간이력해석을 통해 비교 평가되었다. 마지막으로 일반 제어이론에서 널리 이용되는 중앙집중식 LQR 알고리듬과 본 논문에서 제안된 분산제어식 응답의존형 MR감쇠기가 3층 전단형 구조물을 대상으로 수치해석을 통해 비교 평가됨으로써 제안된 알고리즘의 유효성을 검증하였다.

• 전기학회논문지
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• 제66권12호
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• pp.1852-1865
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• 2017

The vibration of the structures with restrained motion has long been observed in various engineering fields. When the motion of vibrating structure is restrained due to the adjacent objects, the frequencies and the mode shapes of the structure change and its vibration characteristics becomes unpredictable, in general. Although the importance of the study on this type of vibration model increases in many engineering areas, most studies conducted so far are limited to the theoretical study on dynamic responses of the structure with stops, including some experimental works. Specially, the study on the nonlinear phenomena due to the impact between the structure and the stops have been mainly performed theoretically. In the paper, both numerical analyses and experiments are conducted to study the chaotic vibration characteristics of the nonlinear motion and the dynamic response of a cantilevered beam which has restrained motion at the free end by the stops. Results are presented for various magnetic forces and gaps between the beam and stops. The conclusions are as follows : Firstly, Numerical simulation results have a good agreement with experimental ones. Secondly, the effect of higher modes of beams are increased with increasing magnitude of exciting force, and displacement and velocity curves become more complicated shapes. Thirdly, nonlinear characteristics tend to appear greatly with increasing magnitude of exciting force, and fractal dimension is increased.