• 항공우주시스템공학회지
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• 제10권3호
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• pp.52-58
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• 2016

The elastomeric O-ring is the most-commonly-used seal due to its excellent sealing capacity, and its availability in various costs and sizes; furthermore, its importance has lasted over a long duration. However, a dearth of research exists in Korea regarding the elastomeric O-ring and the corresponding techniques. The constituent parts of elastomeric rubber are important; to determine their properties, the uni-axial tension and equi-biaxial tension need to be tested. Also, the non-linear analysis method reduces the design cost. An O-ring failure causes leaks and vibration. In this paper, foreign objects are used to affect an O-ring and its performance so that all angles of the O-ring design can be considered. This paper presents a solution for the O-ring-failure problem using a finite-element analysis.

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 1996년도 추계학술대회 논문집
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• pp.277-282
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• 1996

An asymmetrical cross-coupled compensator to improve the contouring performance is proposed. This is a refinement of the structure suggested by Koren. The position loop is closed with a proportional controller as in the uncoupled system. An additional input term proportional to the component of the contour error along the corresponding axis Is included. The controller gains are chosen to give an appropriate frequency response and an optimum range for the damping ratio. The effectiveness of the proposed controller is studied by means of digital simulations of the dynamics of the drives and the controller for 3 types of command trajectories; straight line contour, cornering contour, circular contour. Substantial improvement in contouring performance is obtained for a range of contouring conditions.

• Elastomers and Composites
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• 제42권1호
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• pp.32-46
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• 2007

고무부품의 신뢰성을 확보하기 위해서 고무재료의 기계적 물성을 정확히 파악하는 것이 매우 중요하다. 본 연구에서는 천연 및 합성고무에 대해 다양한 환경조건에서 물성시험을 수행하여 경도, 신율 및 응력-변형률 관계와 동 특성을 파악하였다. 또한, 고무부품의 유한요소 해석에 필요한 비선형 재료상수를 단축인장과 이축인장시험을 통해 결정하였다.

• Steel and Composite Structures
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• 제46권4호
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• pp.471-483
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• 2023

This paper presents an analytical hyperbolic theory based on the refined shear deformation theory for mechanical stability analysis of the simply supported advanced composites plates (exponentially, sigmoidal and power-law graded) under triangular, trapezoidal and uniform uniaxial and biaxial loading. The developed model ensures the boundary condition of the zero transverse stresses at the top and bottom surfaces without using the correction factor as first order shear deformation theory. The mathematical formulation of displacement contains only four unknowns in which the transverse deflection is divided to shear and bending components. The current study includes the effect of the geometric imperfection of the material. The modeling of the micro-void presence in the structure is based on the both true and apparent density formulas in which the porosity will be dense in the mid-plane and zero in the upper and lower surfaces (free surface) according to a logarithmic function. The analytical solutions of the uniaxial and biaxial critical buckling load are determined by solving the differential equilibrium equations of the system with the help of the Navier's method. The correctness and the effectiveness of the proposed HyRPT is confirmed by comparing the results with those found in the open literature which shows the high performance of this model to predict the stability characteristics of the FG structures employed in various fields. Several parametric analyses are performed to extract the most influenced parameters on the mechanical stability of this type of advanced composites plates.

• 한국재료학회지
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• 제33권5호
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• pp.189-194
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• 2023

This study uses first-principles calculations to investigate the mechanical properties and effect of strain on the electronic properties of the 2D material 1H-PbX₂ (X: S, Se). Firstly, the stability of the 1H Pb-dichalcogenide structures was evaluated using Born's criteria. The obtained results show that the 1H-PbS₂ material possesses the greatest ideal strength of 3.48 N/m, with 3.68 N/m for 1H-PbSe₂ in biaxial strain. In addition, 1H-PbS₂ and 1H-PbSe₂ are direct semiconductors at equilibrium with band gaps of 2.30 eV and 1.90 eV, respectively. The band gap was investigated and remained almost unchanged under the strain ε_xx but altered significantly at strains ε_yy and ε_bia. At the fracture strain in the biaxial direction (19 %), the band gap of 1H-PbS₂ decreases about 60 %, and that of 1H-PbSe₂ decreases about 50 %. 1H-PbS₂ and 1H-PbSe₂ can convert from direct to indirect semiconductor under the strain ε_yy. Our findings reveal that the two structures have significant potential for application in nanoelectronic devices.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2007년도 춘계학술대회A
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• pp.1807-1812
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• 2007

A bulge testing system was developed to measure mechanical properties of thin film materials. A bulge pressure test system for pressurizing the bulge window of the film and a micro out-of-plane ESPI(Electronic Speckle Pattern Interferometric) system for measuring deflection of the film were included in the testing system developed. For the out-of-plane ESPI system, whole field speckle fringe pattern, corresponding to the out-of-plane deflection of the bulged film, was 3-dimensionally visualized using 4-bucket phase shifting algorithm and least square phase unwrapping algorithm. The bulge pressure for loading and unloading was controlled at a constant rate. From the pressure-deflection curve measured by this testing system, ain-plane stress-strain curve could be determined. In this study, elastic modulus of an electrolytic copper film 18 ${\mu}m$ was determined. The modulus was calculated from determining the plain-strain biaxial elastic modulus at the respective unloading slopes of the stress-strain curve and for the Poisson's ratio of 0.34.

• Steel and Composite Structures
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• 제48권2호
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• pp.207-233
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• 2023

Steel-concrete composite box girder bridges are widely used in the construction of highway and railway bridges both domestically and abroad due to their advantages of being light weight and having a large spanning ability and very large torsional rigidity. Composite box girder bridges exhibit the effects of shear lag, restrained torsion, distortion and interface bidirectional slip under various loads during operation. As one of the most commonly used calculation tools in bridge engineering analysis, one-dimensional models offer the advantages of high calculation efficiency and strong stability. Currently, research on the one-dimensional model of composite beams mainly focuses on simulating interface longitudinal slip and the shear lag effect. There are relatively few studies on the one-dimensional model which can consider the effects of restrained torsion, distortion and interface transverse slip. Additionally, there are few studies on vehicle-bridge integrated systems where a one-dimensional model is used as a tool that only considers the calculations of natural frequency, mode and moving load conditions to study the dynamic response of composite beams. Some scholars have established a dynamic analysis model of a coupled composite beam bridge-train system, but where the composite beam is only simulated using a Euler beam or Timoshenko beam. As a result, it is impossible to comprehensively consider multiple complex force effects, such as shear lag, restrained torsion, distortion and interface bidirectional slip of composite beams. In this paper, a 27 DOF vehicle rigid body model is used to simulate train operation. A two-node 26 DOF finite beam element with composed box beams considering the effects of shear lag, restrained torsion, distortion and interface bidirectional slip is proposed. The dynamic analysis model of the coupled composite box girder bridge-train system is constructed based on the wheel-rail contact relationship of vertical close-fitting and lateral linear creeping slip. Furthermore, the accuracy of the dynamic analysis model is verified via the measured dynamic response data of a practical composite box girder bridge. Finally, the dynamic analysis model is applied in order to study the influence of various mechanical effects on the dynamic performance of the vehicle-bridge system.

• Structural Engineering and Mechanics
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• 제22권6호
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• pp.761-783
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• 2006

The enlargement of interest in base isolators as an earthquake-proof design strategy has dramatically accelerated experimental studies of elastomeric bearings worldwide. In this paper, a new base isolator concept that is a hybrid system of rubber bearings is proposed. Uniaxial, biaxial, and triaxial shaking table tests are also performed to study the seismic behavior of a 0.4-scale three-story isolated steel structure in the National Center for Research on Earthquake Engineering in Taiwan. Experimental results demonstrate that structures with a hybrid system of rubber bearings composed of stirruped rubber bearings and laminated rubber bearings can actually decrease the seismic responses of the superstructure. It has been proved through the shaking table tests that the proposed hybrid system of rubber bearings is a very promising tool to enhance the seismic resistance of structures. Moreover, it is demonstrated that the proposed analytical model in this paper can predict the mechanical behavior of the hybrid system of rubber bearings and seismic responses of the base-isolated structures.

• 전자공학회논문지SC
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• 제41권4호
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• pp.55-62
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• 2004

본 연구에서는 보행 가속도 신호를 측정할 수 있는 휴대용 무선 가속도 측정 시스템을 설계하고 편마비 환자로부터 획득된 데이터를 이용하여 보행 인자 계산과 보행의 규칙성 및 대칭성을 평가할 수 있는 보행 자동분석 알고리즘을 개발하였다. 휴대용 무선 가속도 측정 시스템은 2축 가속도계와 증폭기 및 16㎐ 저역 통과 필터로 구성된 아날로그 신호처리부(가속도 센서부)와 원칩 마이크로프로세서, EEPROM RF 송신부 및 수신부로 구성되어 있다. 보행 분석 알고리즘은 FFT 분석부, 필터 처리부 및 정점 검출부로 구성된다. 알고리즘 개발 및 평가를 위하여 8명의 편마비 환자가 실험군으로 또 다른 8명의 편마비 환자가 대조군으로 참여하였으며, 요추 3∼4번 위치에서 10m 동안의 보행 가속도 신호를 60㎐의 샘플링 주파수로 측정하였다. 보행자동분석 알고리즘에 의해 먼저 보행 구분점을 검출하고 좌우 발을 구분하였으며, 이 정보를 이용하여 보행 인자들을 계산하였다. 비디오 데이터와 보행 가속도 신호를 직접 관찰하여 얻은 정보와 비교하여 알고리즘의 성능을 평가한 결과 보행 구분점이 모두 정확히 검출되었으며 좌우 발 또한 모두 구분되었다. 향후 알고리즘의 신뢰성과 더 많은 보행 인자들을 계산할 수 있도록 성능을 향상시킴으로써 임상에서 편마비 환자의 재활치료 성과를 평가하는데 사용될 수 있을 것이다.

• 한국자기학회지
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• 제18권4호
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• pp.147-153
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• 2008

GaAs 기판위에 Fe을 성장시킨 이종 접합 구조는 두 물질의 lattice mismatch가 1.4 % 정도로 작기 때문에 결정 상태가 매우 좋은 Fe층을 성장시킬 수 있는 것으로 알려져있다. GaAs/Fe의 계면에서는 많은 흥미로운 현상이 관찰되며, 또한 스핀주입을 이용한 산업적 응용 면으로 가치가 있는 구조로서 활발한 연구가 진행되어 왔다. 본 연구에서는 GaAs(100) 표면에 Fe층을 쐐기모양으로 두께를 $0{\sim}3.4$ nm로 바꾸어 성장시키고 5 nm 두께의 Au층을 추가 증착시킨 시료를 Brillouin light scattering(BLS) 측정방법을 이용, 자기이방성에 대해 조사하였다. Fe층 두께를 변화시켜가며 자화 용이축과 곤란축 방향으로 외부자기장의 세기에 대한 스핀파 들뜸의 의존도와 외부자기장의 방위각에 대한 스핀파 들뜸의 의존도를 조사하였다. 측정된 결과의 정량적 분석을 통해 Fe층의 두께에 따라 일축 자기이방성 상수와 이축 자기이방성 상수를 구하였다. GaAs층 위에서 성장된 Fe층의 자기이방성은 GaAs 기판에 영향을 받아 Fe층의 두께가 얇을수록 큰 일축 자기이방성을 가지고 박막의 두께가 증가함에 따라서 Fe 본래의 이축 이방성의 크기가 증가함을 확인하였다.