• Journal of Magnetics
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• 제16권3호
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• pp.211-215
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• 2011

The dynamic magnetostriction characteristics of an Fe-based nanocrystalline FeCuNbSiB alloy are investigated as a function of the dc bias magnetic field. The experimental results show that the piezomagnetic coefficient of FeCuNbSiB is about 2.1 times higher than that of Terfenol-D at the low dc magnetic bias $H_{dc}$ = 46 Oe. Moreover, FeCuNbSiB has a large resonant dynamic strain coefficient at quite low Hdc due to a high mechanical quality factor, which is 3-5 times greater than that of Terfenol-D at the same low $H_{dc}$. Based on such magnetostriction characteristics, we fabricate a new type of transducer with FeCuNbSiB/PZT-8/FeCuNbSiB. Its maximum resonant magnetoelectric voltage coefficient achieves ~10 V/Oe. The ME output power reaches 331.8 ${\mu}W$ at an optimum load resistance of 7 $k{\Omega}$ under 0.4 Oe ac magnetic field, which is 50 times higher than that of the previous ultrasonic-horn-substrate composite transducer and it decreases the size by nearly 86%. The performance indicate that the FeCuNbSiB/PZT-8/FeCuNbSiB transducer is promising for application in highly efficient magnetoelectric energy conversion.

• 한국산업정보학회논문지
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• 제5권2호
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• pp.1-8
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• 2000

인력물자취급(MMH)작업은 작업현장에서 육체적 상해와 요통(LBP)을 발생시키는 주요 원인 중에 하나이며 이러한 산업재해는 점점 증가하고 있는 실정이다. 특히 좋지 않은 작업환경 즉, 비탈진 경사면에 위치한 농장이나 과수원, 항만부두의 하역작업, 경사진 벌목장 작업, 광산의 막장에서의 작업은 많은 재해의 위험성을 초래하며, 신체균형의 상실은 근골격계(musculoskeletal System)의 부상을 초래하게 된다. 본 연구는 경사면에서의 들기작업시 작업자의 근육의 force information과 근피로도를 측정하기 위해 EMG 시스템을 이용하였다. 측정결과 AEMG의 경우 모든 조건에서 일반적으로 multifidus 근육에 걸리는 부하가 다른 근육에서보다 많은 것으로 나타났고, 15$^{\circ}$, 20$^{\circ}$인 경우 neck extensors의 사용이 많은 것으로 나타났다. MPF천이 결과 공통적으로 multifidus부위 근육의 천이정도가 가장 많은 것으로 나타났다. 근육별 부하(%)에 대한 결과는 deep spinal 근육인 multifidus, erectorspinae부위가 상대적으로 많은 것으로 나타났고 neck extensor부위는 근육분담이 적은 것으로 나타났다.

• 한국산학기술학회논문지
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• 제11권11호
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• pp.4529-4536
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• 2010

본 논문에서는 배전계통 모의장치와 태양광전원 모의장치, LabVIEW를 이용한 감시제어장치로 구성된 태양광전원 계통연계 시험장치를 제작하여, 태양광전원의 연계용량과 계통의 선로 구성특성, 역율(역율1, 지상/진상역율)의 3가지 Parameter에 대한 태양광전원의 정상상태 운용특성을 모의하였다. 즉, 태양광전원의 연계 운용이 배전계통(수용가)에 미치는 영향과 배전계통이 태양광전원에 미치는 영향을 분석하여, 태양광전원의 계통연계 운용 시에 발생 가능한 기술적인 사항을 검토하였다. 그리고 계통연계 시험장치의 실험 결과치를 분석하기 위하여, 태양광전원 대응형 전압강하 계산 알고리즘을 제안하여, 이론적인 값과 시험치를 비교하여 태양광전원의 정상상태 특성에 대한 시험결과의 유용성을 확인하였다.

• Steel and Composite Structures
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• 제18권2호
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• pp.425-442
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• 2015

This paper addresses theoretically the bending and buckling behaviors of size-dependent nanobeams made of functionally graded materials (FGMs) including the thickness stretching effect. The size-dependent FGM nanobeam is investigated on the basis of the nonlocal continuum model. The nonlocal elastic behavior is described by the differential constitutive model of Eringen, which enables the present model to become effective in the analysis and design of nanostructures. The present model incorporates the length scale parameter (nonlocal parameter) which can capture the small scale effect, and furthermore accounts for both shear deformation and thickness stretching effects by virtue of a sinusoidal variation of all displacements through the thickness without using shear correction factor. The material properties of FGM nanobeams are assumed to vary through the thickness according to a power law. The governing equations and the related boundary conditions are derived using the principal of minimum total potential energy. A Navier-type solution is developed for simply-supported boundary conditions, and exact expressions are proposed for the deflections and the buckling load. The effects of nonlocal parameter, aspect ratio and various material compositions on the static and stability responses of the FGM nanobeam are discussed in detail. The study is relevant to nanotechnology deployment in for example aircraft structures.

• Wind and Structures
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• 제19권4호
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• pp.421-441
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• 2014

With the assistance of typhoon field data at aerial elevation level observed by meteorological satellites and wind velocity and direction records nearby the ground gathered in Guangzhou Weather Station between 1985 and 2001, some key wind field parameters under typhoon climate in Guangzhou region were calibrated based on Monte-Carlo stochastic algorithm and Meng's typhoon numerical model. By using Peak Over Threshold method (POT) and Generalized Pareto Distribution (GPD), Wind field characteristics during typhoons for various return periods in several typical engineering fields were predicted, showing that some distribution rules in relation to gradient height of atmosphere boundary layer, power-law component of wind profile, gust factor and extreme wind velocity at 1-3s time interval are obviously different from corresponding items in Chinese wind load Codes. In order to evaluate the influence of typhoon field parameters on long-span flexible bridges, 1:100 reduced-scale wind field of type B terrain was reillustrated under typhoon and normal conditions utilizing passive turbulence generators in TJ-3 wind tunnel, and wind-induced performance tests of aero-elastic model of long-span Guangzhou Xinguang arch bridge were carried out as well. Furthermore, aerodynamic admittance function about lattice cross section in mid-span arch lib under the condition of higher turbulence intensity of typhoon field was identified via using high-frequency force-measured balance. Based on identified aerodynamic admittance expressions, Wind-induced stochastic vibration of Xinguang arch bridge under typhoon and normal climates was calculated and compared, considering structural geometrical non-linearity, stochastic wind attack angle effects, etc. Thus, the aerodynamic response characteristics under typhoon and normal conditions can be illustrated and checked, which are of satisfactory response results for different oncoming wind velocities with resemblance to those wind tunnel testing data under the two types of climate modes.

• 한국기계가공학회지
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• 제18권4호
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• pp.16-25
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• 2019

Recently, due to labor shortages in rural areas within South Korea, the demand for upland-field machinery is growing. In addition, there is a lack of development of systematic performance testing of upland-field machinery. Thus, this study examined structural safety and drawbar pull based on soil properties, as a first step for systematic performance testing on the test bed. First, the properties of soil samples from 10 spots within the experimental site were examined. Second, the strain was measured and converted into stress on 8 points of an onion harvester that are likely to fail. More specifically, the chosen parts are linked to the power, along with the drawbar pull, using a 6-component load cell equipped between the tractor and the onion harvester. The water content of the soil ranged between 5.7%-7.5%, and the strength between 250-1171 kPa. The test soil was subsequently classified into loam soil based on the size distribution ratio of the sieved soil. The onion harvester can be considered as structurally safe based on the derived safety factor and the drawbar pull of 115-1194 kgf, according to the working speed based on agricultural fieldwork.

• 대한안전경영과학회지
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• 제21권2호
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• pp.9-14
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• 2019

Gondola is widely used as a construction facility to perform external finishing work without using scaffolding at a construction site. However, since 2000, there have been 17 deaths from now so these risks associated with work can not be ignored. Therefore, it is expected that it will contribute greatly to prevent related disasters if introducing necessary measures to prevent repeated related disasters and installing additional safety devices. In order to eliminate the risk factor according to the operation of the gondola, it is necessary for the operator to use it to use it while the examination of each product is completed, and to use the over load Dangerous arbitrary measures such as arbitrary operation of the prevention device, removal of the safety fence for convenience of work, installation of the wire rope installed in the air, falling out of the wire rope and falling to the ground Do not perform such sealing measures so that any operation of the overload prevention device can not be done so as not to take such arbitrary measures, or wire the power supply wire to the safety fence so as not to delete the safety fence. Then, when the safety fence is removed, so that it does not become a gondola operation, or when replacing the wire rope in the air, to prevent the wire rope from coming off, Additional measures such as installing falling down prevention device may be necessary.

• 한국정보전자통신기술학회논문지
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• 제12권1호
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• pp.99-105
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• 2019

전기 자동차의 배터리 충전용 OBC는 주로 PFC회로와 절연형 DC-DC 컨버터 회로를 포함한 2단으로 구성된다. 일반적으로 PFC 회로로는 구조가 간단한 비절연형 부스트 컨버터가 사용되고, 절연형 DC-DC 컨버터로는 ZVS(Zero Voltage Switching)가 가능한 공진형 컨버터가 이용되고 있다. 전기자동차의 주행거리 증가에 따른 넓은 배터리 출력에 대응하기 위해서는 OBC의 넓은 출력범위가 필요하지만, 이러한 시스템 회로 구성에서는 ZVS를 위한 회로설계의 한계와 제어기 구성이 복잡해지기 때문에 배터리 충전에 요구되는 넓은 범위의 출력에 효과적으로 대응하기에는 어려움이 있다. 본 논문에서는 절연형 전류원 방식의 PFC 회로와 벅 DC-DC 컨버터로 구성된 OBC를 제안하였다. 제안된 OBC는 회로 및 제어기 구성이 용이하고, 넓은 출력범위에 대한 대응이 가능하다. 제안된 회로의 유효성을 검증하기 위해 3.3㎾급 시작품을 제작 하였으며, 동작결과 출력전압 150V~400V에서 동작안정성 및 정격 부하 조건에서 최대 효율 94.4%, 최대 역률 99.2%를 확인하였다.

• 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.

• Structural Engineering and Mechanics
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• 제85권5호
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• pp.593-605
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• 2023

This work presents a comparison between analytical and finite element analysis for bending of porous sandwich functionally graded material (FGM) plates. The plate is rectangular and simply supported under static sinusoidal loading. Material properties of FGM are assumed to vary continuously across the face sheets thickness according to a power-law function in terms of the volume fractions of the constituents while the core is homogeneous. Four types of porosity are considered. A refined higher-order shear with normal deformation theory is used. The number of unknowns in this theory is five, as against six or more in other shear and normal deformation theories. This theory assumes the nonlinear variation of transverse shear stresses and satisfies its nullity in the top and bottom surfaces of the plate without the use of a shear correction factor. The governing equations of equilibrium are derived from the virtual work principle. The Navier approach is used to solve equilibrium equations. The constitutive law of the porous FGM sandwich plate is implemented for a 3D finite element through a subroutine in FORTRAN (UMAT) in Abaqus software. Results show good agreement between the finite element model and the analytical method for some results, but the analytical method keeps giving symmetric results even with the thickness stretching effect and load applied to the top surface of the sandwich.