• 제목/요약/키워드: 3D MOTION ANALYSIS

검색결과 743건 처리시간 0.027초

충격하중을 받는 시스템의 케인 방법을 이용한 다물체 동역학 해석 (Dynamic Analysis of Multibody Systems Undertaking Impulsive Force using Kane's Method)

  • 김상국;박정훈;유홍희
    • 한국자동차공학회논문집
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    • 제6권3호
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    • pp.169-176
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    • 1998
  • A method for the dynamic analysis of multibody systems undertaking impulsive force is introduced in this paper. A partial velocity matrix based on Kane's method is introduced to reduce the number of equations to be solved. Only minimum number of equations of motion can be obtained by using the partial velocity matrix. This reduces the computational effort significantly to obtain the dynamic response of the system. At the very moment of the impulse, instead of using the numerical integrator to solve the equations of motion, the impulse and momentum principle is used to obtain the dynamic response. The impulse as wall as the reaction force acting on the kinematic joints can easily calculated too.

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유연성을 고려한 4축 나노임프린팅 스테이지의 동적 해석 (Dynamic Analysis of a 4-Axis Nano Imprinting Stage Mechanism considering Flexibility)

  • 박성빈;정재일;임홍재
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2008년도 추계학술대회A
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    • pp.844-849
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    • 2008
  • A nano-imprinting stage has been widely used in various fields of nano-technology. In this study, A 4-axis nano-imprinting stage is modeled with using the 3D-CAD Tool. Structural components such as an upper-plate, bearings and cross-roller-guides are modeled with finite elements to analyze flexibility effect during the precision stage motion. In addition, Dynamic analysis is executed to reproduce actual motion of 4-axis nano imprinting stage.

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유압 디바이스 성능 검사 장비 자동화 공정 개발 (Development of Hydraulic Device Performance Test Equipment Automation Process)

  • 김홍록;정원지;설상석;박상혁;이경태
    • 한국기계가공학회지
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    • 제19권10호
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    • pp.74-80
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    • 2020
  • Crawler-type hydraulic devices facilitate forward and backward driving of construction equipment by converting power into mechanical energy. The existing hydraulic device performance test process is time- and labor-intensive. This study aims to improve efficiency and productivity by automating the hydraulic device production performance test processes, which have been separately conducted so far. We also used SolidWorksⓇ, a 3D modeling program, and ANSYSⓇ, a structural analysis tool, for structural analysis and to verify the suitability of fixing pins required for connecting a hydraulic device to performance test equipment. Our results that employing an automated hydraulic device performance test process improves efficiency.

인체의 구조적 특성과 역운동학을 이용한 모션 캡처 (Motion Capture using both Human Structural Characteristic and Inverse Kinematics)

  • 서융호;두경수;최종수;이칠우
    • 대한전자공학회논문지SP
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    • 제47권2호
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    • pp.20-32
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    • 2010
  • 기존 모션 캡쳐의 경우, 고가의 장비나 사용의 복잡도, 동작자의 움직임 제한 등 모션 캡쳐의 어려움이 있었다. 최근 실시간으로 모션 캡쳐가 가능한 컴퓨터 비젼 기반 시스템에 대한 연구가 활발히 진행되고 있다. 본 논문에서는 다시점 영상으로부터 쉽고, 빠르게 추출할 수 있는 피부색과 정확한 3차원 복원을 위한 2차원 영상 좌표 보정을 사용하여 효율적인 다시점 영상 분석 알고리즘을 제안한다. 동작자의 피부색을 검출하고, 카메라 보정 및 에피폴라 기하학 정보를 이용하여 보다 정확한 영상 분석, 그라고 칼만 필터(Kalman filter)를 사용한 추적 등을 통해 보다 안정적인 모션 캡쳐가 가능하게 된다. 실험결과를 통하여, 제안된 방법은 보다 정확한 위치 추정 및 살시간 모션 캡쳐를 위한 알고리즘임을 보여주고 있다.

부유식 풍력-파력발전 플랫폼과 탑재된 파력발전기와의 단방향 연성 운동 해석 (One-way Coupled Response Analysis between Floating Wind-Wave Hybrid Platform and Wave Energy Converters)

  • 이혜빈;배윤혁;조일형
    • 한국해양공학회지
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    • 제30권2호
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    • pp.84-90
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    • 2016
  • In this study, a six degree-of-freedom motion analysis of a wind-wave hybrid platform equipped with numerous wave energy converters (WECs) was carried out. To examine the effect of the WECs on the platform, an analysis of one-way coupling was carried out, which only considered the power take-off (PTO) damping of the static WECs on the platform. The equation of motion of a floating platform with mooring lines in the time domain was established, and the responses of the one-way coupled platform were then compared with the case of a platform without any coupling effects from the WECs. The hydrodynamic coefficients and wave exciting forces were obtained from the 3D diffraction/radiation pre-processor code WAMIT based on the boundary element method. Then, an analysis of the dynamic responses of the floating platform with or without the WEC effect in the time domain was carried out. All of the dynamics of a floating platform with multiple wind turbines were obtained by coupling FAST and CHARM3D in the time domain, which was further extended to include additional coupled dynamics for multiple turbines. The analysis showed that the PTO damping effect on platform motions was negligible, but coupled effects between multiple WECs and the platform may differentiate the heave, roll, and pitch platform motions from the one without any effects induced by WECs.

기계장비의 구조 특성 예측 시뮬레이터 (Simulator of Accuracy Prediction for Developing Machine Structures)

  • 이찬홍;하태호;이재학;김양진
    • 한국정밀공학회지
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    • 제28권3호
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    • pp.265-274
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    • 2011
  • This paper presents current state of the prediction simulator of structural characteristics of machinery equipment accuracy. Developed accuracy prediction simulator proceeds and estimates the structural analysis between the designer and simulator through the internet for convenience of designer. 3D CAD model which is input to the accuracy prediction simulator would simplified by the process of removing the small hole, fillet and chamfer. And the structural surface joints would be presented as the spring elements and damping elements for the structural analysis. The structural analysis of machinery equipment joints, containing rotary motion unit, linear motion unit, mounting device and bolted joint, are presented using Finite Element Method and their experiment. Finally, a general method is presented to tune the static stiffness at a rotation joint considering the whole machinery equipment system by interactive use of Finite Element Method and static load experiment.

The effect of heaving motion of multiple wave energy converters installed on a floating platform on global performance

  • Dongeun Kim;Yeonbin Lee;Yoon Hyeok Bae
    • Ocean Systems Engineering
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    • 제13권4호
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    • pp.349-365
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    • 2023
  • Targeting a floating wave and offshore wind hybrid power generation system (FWWHybrid) designed in the Republic of Korea, this study examines the impact of the interaction, with multiple wave energy converters (WECs) placed on the platform, on platform motion. To investigate how the motion of WECs affects the behavior of the FWWHybrid platform, it was numerically compared with a scenario involving a 'single-body' system, where multiple WECs are constrained to the platform. In the case of FWWHybrid, because the platform and multiple WECs move in response to waves simultaneously as a 'multi-body' system, hydrodynamic interactions between these entities come into play. Additionally, the power take-off (PTO) mechanism between the platform and individual WECs is introduced for power production. First, the hydrostatic/dynamic coefficients required for numerical analysis were calculated in the frequency domain and then used in the time domain analysis. These simulations are performed using the extended HARP/CHARM3D code developed from previous studies. By conducting regular wave simulations, the response amplitude operator (RAO) for the platform of both single-body and multi-body scenarios was derived and subsequently compared. Next, to ascertain the difference in response in the real sea environment, this study also includes an analysis of irregular waves. As the floating body maintains its position through connection to a catenary mooring line, the impact of the slowly varying wave drift load cannot be disregarded. To assess the influence of the 2nd-order wave exciting load, irregular wave simulations were conducted, dividing them into cases where it was not considered and cases where it was included. The analysis of multi-degree-of-freedom behavior confirmed that the action of multiple WECs had a substantial impact on the platform's response.

경주지진에 의한 곡선교량의 내진 안전성 평가 (Seismic Performance Evaluation of Curved Bridges by Gyeong-Ju Earthquakes)

  • Jeon, Jun-Tai
    • 한국재난정보학회 논문집
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    • 제14권1호
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    • pp.43-50
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    • 2018
  • 본 연구에서는 곡선형 보의 선형탄성 3D Solid 유한요소 모델을 구축하고 외력이 작용하였을 때 유한요소 해석을 수행하였다. 유한요소 해석결과와 이론해 결과의 오차는 대부분의 위치에서 1% 내외로 발생하는 것으로 보아 이론해와 잘 부합한다고 판단된다. 검증된 유한요소 모델을 이용하여 시간이력해석을 수행하였으며 시간이력해석결과 경주 지진파 적용 시 가장 작은 결과가 나타났으며 이는 경주 지진파의 특성이 고주파 성분의 영역의 특성을 보이기 때문이다. 또한 곡선형 보의 곡률중심을 $45^{\circ}$로 감소시켜 동적 해석을 수행하였을 때 Lomaprieta 지진파의 Von-Mises 결과가 647.824MPa로 가장 큰 것으로 나타났다.

3차원(次元) 차량(車輛)모델을 사용(使用)한 강도로교(鋼道路橋)의 동적응답(動的應答) 관(關)한 연구(硏究) (A Study on the Dynamic Response of Steel Highway Bridges Using 3-D Vehicle Model)

  • 정태주;박영석
    • 대한토목학회논문집
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    • 제14권5호
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    • pp.1055-1067
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    • 1994
  • 본 연구에서는 교량과 차량을 3차원으로 모델링하고, 교량의 노면조도 및 교량과 차량 사이의 상호작용력을 고려하여 이동차량이 교량올 통과할 때 교량의 선형 동적해석을 수행할 수 있는 해석방법을 제시하였다. 교량의 노면조도는 평균값이 영인 정상확율분포로 가정한 지수 스팩트럴 밀도(PSD)를 사용하여 생성시켰다. 이 때 지수 스팩트럴 밀도는 양호한 도로에 대하여 C.J. Dodds와 J.D. Robson이 제안한 PSD값을 사용하였다. 차량은 트럭과 트랙터-트레일러를 각각 7-자유도와 12-자유도를 갖는 3차원차량으로 모델링하였고, 차량의 운동방정식은 Lagrange 방정식을 사용하여 유도하였다. 교량은 주형을 보요소로 이상화시키고 콘크리트 바닥판을 쉘요소로 이상화시켰으며 주형과 콘크리트 바닥판을 Rigid Link로 연결하여 3차원으로 모델링하였다. 차량의 운동방정식은 Newmark ${\beta}$법을 사용하고 교량의 운동방정식은 모우드 중첩법을 사용하여 풀었다. 본 연구에서 제시한 해석방법의 타당성을 검토하기 위하여 "AASHO Road Test"에서 실시한 단순 강합성교의 실험결과와 본 연구에서 제시한 해석적인 방법으로 구한 값을 비교하였다. 해석 결과, 본 연구에서 제시한 해석적인 방법으로 구한 값과 실험값이 매우 잘 일치하였다.

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Impact of scanning strategy on the accuracy of complete-arch intraoral scans: a preliminary study on segmental scans and merge methods

  • Mai, Hai Yen;Mai, Hang-Nga;Lee, Cheong-Hee;Lee, Kyu-Bok;Kim, So-yeun;Lee, Jae-Mok;Lee, Keun-Woo;Lee, Du-Hyeong
    • The Journal of Advanced Prosthodontics
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    • 제14권2호
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    • pp.88-95
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    • 2022
  • PURPOSE. This study investigated the accuracy of full-arch intraoral scans obtained by various scan strategies with the segmental scan and merge methods. MATERIALS AND METHODS. Seventy intraoral scans (seven scans per group) were performed using 10 scan strategies that differed in the segmental scan (1, 2, or 3 segments) and the scanning motion (straight, zigzag, or combined). The three-dimensional (3D) geometric accuracy of scan images was evaluated by comparison with a reference image in an image analysis software program, in terms of the arch shape discrepancies. Measurement parameters were the intermolar distance, interpremolar distance, anteroposterior distance, and global surface deviation. One-way analysis of variance and Tukey honestly significance difference post hoc tests were carried out to compare differences among the scan strategy groups (α = .05). RESULTS. The linear discrepancy values of intraoral scans were not different among scan strategies performed with the single scan and segmental scan methods. In general, differences in the scan motion did not show different accuracies, except for the intermolar distance measured under the scan conditions of a 3-segmental scan and zigzag motion. The global surface deviations were not different among all scan strategies. CONCLUSION. The segmental scan and merge methods using two scan parts appear to be reliable as an alternative to the single scan method for full-arch intraoral scans. When three segmental scans are involved, the accuracy of complete arch scan can be negatively affected.