• 한국자기학회지
• /
• 제25권5호
• /
• pp.149-155
• /
• 2015

자성박막의 미세패턴 소자 제작을 위해 전자 사이크로트론 공명(electron cyclotron resonance; ECR) Ar 이온밀링 시스템을 제작하였다. 소자 식각에 적용한 ECR 이온밀링 시스템에서 주파수 2.45 GHz 파장 12.24 cm의 마이크로파 소스인 마그네트론은 전력 600 W에 의해 가동되어 파장의 정수배에 맞추어 만든 도파관을 통하여 전달되도록 설계하였다. 마이크로파 주파수와 공명시키기 위해 전자석으로 908 G의 자기장을 인가하였고, 알곤 개스를 cavity에 유입시켜서 방전된 이온들은 그리드 사이에 인가한 약 1000 V의 가속전압에 의한 에너지를 갖고 표면을 밀링한다. 이것을 이용하여 다층구조 GMR-SV(giant magnetoresistance-spin valve) 자성박막에 광 리소그래피, 이온밀링 및 전극제작 공정과정을 마치고 폭이 $1{\mu}m$에서 $9{\mu}m$까지의 소자들을 제작하여 광학현미경으로 소자 크기를 관찰하였다.

• Smart Structures and Systems
• /
• 제23권3호
• /
• pp.307-318
• /
• 2019

The frequently excessive vibrations presented in civil structures during seismic events or service conditions may result in users' discomfort, or worst, in structures failure, producing economic and even human casualties. This work contributes in proposing the synthesis of a nonlinear optimal control strategy for semiactive structural control, with the main characteristic that the synthesis considers both the structure model and the semiactive actuator nonlinear dynamics, which produces a nonlinear system that requires a nonlinear controller design. The aim is to reduce the unwanted vibrations in the response of civil structures, by means of intelligent fluid semiactive actuator such as the Magnetorheological Damper (MRD), which is a device with a low level of power consumption. The civil structures for which the proposed control methodology can be applied are those admitting a state-dependent coefficient factorized representation model, such as buildings, bridges, among others. A scaled model of a three storey building is analyzed as a case study, whose dynamical response involves displacement, velocity and acceleration of each one of the storeys, subjected to the North-South component of the September 19th., 2017, Puebla-Morelos (7.1M), Mexico earthquake. The investigation rests on comparing the structural response over time for two different conditions: with no control device installed and with one MRD installed between the first floor and the ground, where a nonlinear optimal signal for the MRD input voltage is determined. Simulation results are presented to show the effectiveness of the proposed controller for reducing the building's dynamical response.

• 한국인터넷방송통신학회논문지
• /
• 제19권1호
• /
• pp.77-83
• /
• 2019

산업 재해의 주요 원인에는 추락사고, 가스 누출 등이 있다. 기존의 안전모와 스마트 디바이스 결합 제품들은 편의성에 초점을 맞춰져 있어 위와 같은 사고를 예방하기 위한 기능이 미흡하다. 본 논문에서는 추락사고 인지와 가스 누출 감지 기능에 중점을 둔 스마트 안전모 개발을 다루었다. 또한 효율적으로 근로자를 관리할 수 있는 관리 시스템을 개발하였다. 이 시스템의 핵심 기능은 근로자의 위험 상태를 감지하여 관리자에게 전달하고 근로자의 상태를 확인하는 것이다. 실험을 통해 가연성 가스 측정 능력의 효용성을 검증하였다. 하지만 보드와 센서의 지속적인 동작으로 인해 상당한 전력 소모가 발견됨에 따라 대용량 배터리로 교체하는 등의 대응 방안이 요구된다는 점도 발견하였다.

• 한국기계가공학회지
• /
• 제19권12호
• /
• pp.62-69
• /
• 2020

The demand for industrial robots is proliferating with production automation. Industrial robots are used in various fields, such as logistics, welding, and assembly. Generally, six degrees of freedom are required to move freely in space. However, the palletizing robot used for material management and logistics systems typically has four degrees of freedom. In designing such robots, their main parts, such as motors and reducers, need to be adequately selected while satisfying payload requirements and speed. Hence, this study proposes a practical method for selecting the major parts based on dynamic analysis using ADAMS. First, the acceleration torques for the robot motion were found from the analysis, and then the friction torques were evaluated. This study introduces a constant-speed torque constant instead of friction coefficient. The RMS torque and maximum power of each motor were found considering the above torques. After that, this study recommends the major specifications of all motors and reducers. The proposed method was applied to a palletizing robot to verify the suitability of the pre-selected main parts. The verification result shows that the proposed method can be successfully applied to the early design stage of industrial robots.

• Nuclear Engineering and Technology
• /
• 제53권7호
• /
• pp.2387-2395
• /
• 2021

Seismic qualifications of electrical equipment, such as cabinet systems, have been emerging as the key area of nuclear power plants in Korea since the 2016 Gyeongju earthquake, including the high-frequency domain. In addition, electrical equipment was sensitive to the high-frequency ground motions during the past earthquake. Therefore, this paper presents the rocking behavior of the electrical cabinet system subjected to Reg. 1.60 and UHS. The high fidelity finite element (FE) model of the cabinet related to the shaking table test data was developed. In particular, the first two global modes of the cabinet from the experimental test were 16 Hz and 24 Hz, respectively. In addition, 30.05 Hz and 37.5 Hz were determined to be the first two local modes in the cabinet. The high fidelity FE model of the cabinet using the ABAQUS platform was extremely reconciled with shaking table tests. As a result, the dynamic properties of the cabinet were sensitive to electrical instruments, such as relays and switchboards, during the shaking table test. In addition, the amplification with respect to the vibration transfer function of the cabinet was observed on the third floor in the cabinet due to localized impact corresponding to the rocking phenomenon of the cabinet under Reg.1.60 and UHS. Overall, the rocking of the cabinet system can be caused by the low-frequency oscillations and higher peak horizontal acceleration.

• Steel and Composite Structures
• /
• 제43권1호
• /
• pp.79-90
• /
• 2022

In this study, the dynamic behavior of functionally graded layered deep beams with viscoelastic core is investigated including the porosity effect. The material properties of functionally graded layers are assumed to vary continuously through thickness direction according to the power-law function. To investigate porosity effect in functionally graded layers, three different distribution models are considered. The viscoelastically cored deep beam is exposed to harmonic sinusoidal load. The composite beam is modeled based on plane stress assumption. The dynamic equations of motion of the composite beam are derived based on the Hamilton principle. Within the framework of the finite element method (FEM), 2D twelve -node plane element is exploited to discretize the space domain. The discretized finite element model is solved using the Newmark average acceleration technique. The validity of the developed procedure is demonstrated by comparing the obtained results and good agreement is detected. Parametric studies are conducted to demonstrate the applicability of the developed methodology to study and analyze the dynamic response of viscoelastically cored porous functionally graded deep beams. Effects of viscoelastic parameter, porosity parameter, graduation index on the dynamic behavior of porous functionally graded deep beams with viscoelastic core are investigated and discussed. Material damping and porosity have a significant effect on the forced vibration response under harmonic excitation force. Increasing the material viscosity parameters results in decreasing the vibrational amplitudes and increasing the vibration time period due to increasing damping effect. Obtained results are supportive for the design and manufacturing of such type of composite beam structures.

• Geomechanics and Engineering
• /
• 제28권5호
• /
• pp.505-520
• /
• 2022

In recent years, geotextile-encased gravel columns (usually called stone columns) have become a popular method to increasing soil shear strength, decreasing the settlement, acceleration of the rate of consolidation, reducing the liquefaction potential and increasing the bearing capacity of foundations. The behavior of improved loose base-soil with gravel columns under shear loading and the shear stress-horizontal displacement curves got from large scale direct shear test are of great importance in understanding the performance of this method. In the present study, by performing 36 large-scale direct shear tests on sandy base-soil with different fine-content of zero to 30% in both not improved and improved with gravel columns, the effect of the presence of gravel columns in the loose soils were investigated. The results were used to predict the shear stress-horizontal displacement curve of these samples using support vector machines (SVM). Variables such as the non-plastic fine content of base-soil (FC), the area replacement ratio of the gravel column (Arr), the geotextile encasement and the normal stress on the sample were effective factors in the shear stress-horizontal displacement curve of the samples. The training and testing data of the model showed higher power of SVM compared to multilayer perceptron (MLP) neural network in predicting shear stress-horizontal displacement curve. After ensuring the accuracy of the model evaluation, by introducing different samples to the model, the effect of different variables on the maximum shear stress of the samples was investigated. The results showed that by adding a gravel column and increasing the Arr, the friction angle (ϕ) and cohesion (c) of the samples increase. This increase is less in base-soil with more FC, and in a proportion of the same Arr, with increasing FC, internal friction angle and cohesion decreases.

• 한국정보통신학회:학술대회논문집
• /
• 한국정보통신학회 2022년도 춘계학술대회
• /
• pp.101-103
• /
• 2022

중요시설 실시간 감지 시스템으로는 주로 CCTV를 사용하고 있다. CCTV의 경우 감지에 대한 정확성은 높지만 시야각이 좁기 때문에 레이다(RADAR)와 같은 센서와 함께 혼용되어 사용되고 있다. 라이다(LiDAR)는 고출력의 펄스 레이저를 이용하여 물체에 반사되어 돌아오는 시간을 감지하여 거리정보를 획득하는 기술이다. 라이다의 경우 데이터 처리량으로 인해 서버의 동시 처리 센서 개수의 제약으로 인해 비용적으로나 기술적으로나 활용도가 높지 않은 문제점이 있다. 광망 센서에 의한 감지 방식 또한 강풍과 혹한에 취약하고 동물 훼손에 따른 유지보수의 문제도 있다. 본 논문에서는 기존의 라이다 센서에서 사용하는 905nm 파장대가 아닌 1550nm 파장대를 사용함으로써 기상 환경에 대한 영향은 강하고, 다수의 센서를 통합하여 관제할 수 있는 시스템 개발을 제안하고자 한다.

• 한국지진공학회논문집
• /
• 제27권1호
• /
• pp.69-75
• /
• 2023

In Korea, most nuclear power plants were designed based on the design response spectrum of Regulatory Guide 1.60 of the NRC. However, in the case of earthquakes occurring in the country, the characteristics of seismic motions in Korea and the design response spectrum differed. The seismic motion in Korea had a higher spectral acceleration in the high-frequency range compared to the design response spectrum. The seismic capacity may be reduced when evaluating the seismic performance of the equipment with high-frequency earthquakes compared with what is evaluated by the design response spectrum for the equipment with a high natural frequency. Therefore, EPRI proposed the inelastic energy absorption factor for the equipment anchorage. In this study, the seismic performance of welding anchorage was evaluated by considering domestic seismic characteristics and EPRI's inelastic energy absorption factor. In order to reflect the characteristics of domestic earthquakes, the uniform hazard response spectrum (UHRS) of Uljin was used. Moreover, the seismic performance of the equipment was evaluated with a design response spectrum of R.G.1.60 and a uniform hazard response spectrum (UHRS) as seismic inputs. As a result, it was confirmed that the seismic performance of the weld anchorage could be increased when the inelastic energy absorption factor is used. Also, a comparative analysis was performed on the seismic capacity of the anchorage of equipment by the welding and the extended bolt.

• 융합정보논문지
• /
• 제12권3호
• /
• pp.151-157
• /
• 2022

차량의 진행을 근사화한 외부 가진력을 고려한 강제 진동에서의 주파수 특성을 알아보고자 하였고, 다양한 가진 진폭과 주파수를 갖는 외력이 작용하면서 차량이 둔턱을 넘어갈 때에 차량에서 일어나는 주파수 영역의 진동특성을 분석하였다. 응답은 수치해석을 통하여 변위, 속도 및 가속도 등의 응답을 구하였고 이들을 FFT 처리하여 각 시간 응답의 FRF(Frequency response function) 주파수 특성을 분석하였다. 특히, 차량 고유모드와 외부 가진 모드의 발생 위치를 확실하게 비교하여 밝혔고 외부 가진력에 의한 강제진동 모델에서 변위, 속도 및 가속도의 거동과 주파수 응답함수에서의 고유모드의 위치와 주변의 가진 모드 분포 및 파워 스펙트럼, 실수부와 허수부의 FRF도 나타났으며 각 FRF에서 근접 모드 특성도 분석하였다. 외부 가진력으로 정현파의 가진력과 임펄스 가진력에 의한 둔턱 주파수를 고려하여 가정한 근사 모델에서 발생 모드를 구별할 수 있었다. 상당하는 질량, 감쇠 및 강성을 변화하는 여러 시스템에서 강제진동의 응답특성을 체계적으로 다루었다.