• 제목/요약/키워드: Sectional model

검색결과 1,192건 처리시간 0.027초

PCB 납땜 검사를 위한 X선 단층 영상 시스템의 해석 및 설계 (The analysis and design of X-ray cross sectional imaging system for PCB solder joint inspection)

  • 노영준;강성택;김형철;김성권
    • 제어로봇시스템학회:학술대회논문집
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    • 제어로봇시스템학회 1996년도 한국자동제어학술회의논문집(국내학술편); 포항공과대학교, 포항; 24-26 Oct. 1996
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    • pp.109-112
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    • 1996
  • The more integrated and smaller SMD are needed, new solder joints packaging technologies are developed in these days such as BGA(Ball Grid Array), Flip Chip, J-lead etc. But, it's unable to inspect solder joints in those devices by visual inspection methods, because they are hided by it's packages. To inspect those new SMD packages, an X-ray system for acquiring a cross-sectional image of a arbitrary plane is necessary. In this paper, an analysis for designing X-ray cross sectional imaging system is presented including the way for correcting the distortion of image intensifier. And we show computer simulation of that system with a simple PCB model to show it's usefulness in applying PCB solder joint inspection.

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Effect of Three-dimensional Warping on Stiffness Constants of Closed Section Composite Beams

  • Dhadwal, Manoj Kumar;Jung, Sung Nam
    • International Journal of Aeronautical and Space Sciences
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    • 제18권3호
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    • pp.467-473
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    • 2017
  • This paper focuses on the investigation of three-dimensional (3D) warping effect on the stiffness constants of composite beams with closed section profiles. A finite element (FE) cross-sectional analysis is developed based on the Reissner's multifield variational principle. The 3D in-plane and out-of-plane warping displacements, and sectional stresses are approximated as linear functions of generalized sectional stress resultants at the global level and as FE shape functions at the local sectional level. The classical elastic couplings are taken into account which include transverse shear and Poisson deformation effects. A generalized Timoshenko level $6{\times}6$ stiffness matrix is computed for closed section composite beams with and without warping. The effect of neglecting the 3D warping on stiffness constants is shown to be significant indicating large errors as high as 93.3%.

DYNAMIC CHARACTERISTICS OF SCALED-DOWN W-BEAMS UNDER IMPACT

  • Hui, T.-Y.-J.;Ruan, H.-H.;Yu, T.-X.
    • International Journal of Automotive Technology
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    • 제4권1호
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    • pp.31-40
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    • 2003
  • W-beam guardrail system has been the most popular roadside safety device around the world. Through large plastic deformation and corresponding energy dissipation, a W-beam guardrail system contains and re-directs out-of-control vehicles so as to reduce the impact damage on the vehicle occupants and the vehicles themselves. In this paper, our recent experiments on 1 : 3.75 downscaled W-beam and the beam-post system are reported. The static and impact test results on the load characteristics, the global response and the local cross-sectional distortion are reveled. The effects of three different end-boundary conditions for the beam-only testing are examined. It is found that the load characteristics are much dependent on the combined contribution of the local cross-sectional distortion and the end-supporting conditions. The energy Partitioning between the beam and the supporting Posts in the beam-Post-system testing were also examined. The results showed that the energy dissipation partitioning changed with the input impact energy. Finally, a simple mass-spring model is developed to assess the dynamic response of a W-beam guardrail system in response to an impact loading. The model's prediction agrees well with the experimental results.

도어 충격봉의 형상에 따른 구조 안전 해석 (Structural Safety Analysis According to the Shape of Door Impact Bar)

  • 한문식;조재웅
    • 한국생산제조학회지
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    • 제21권1호
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    • pp.21-25
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    • 2012
  • In this study, the safest model can be selected by the simulation result of structural safety analysis according to the shape of impact bar affected at side door of automobile. The open sectional model of semicircle type has the lowest deformation and stress among 4 kinds of models. As the weight of this model has 30% in comparison with other models, it becomes most economical and stable. As the open sectional model of cap type the highest deformation and stress among 4 kinds of models, it becomes weakest. The closed models with circular and rectangular types has the stress far lower than cap type. The maximum deformation is shown at the center part of impact bar but the maximum stress occurs at the joint part between impact bar and frame.

그루브의 Trap 효과에 대한 CFD 해석: 제 1부 − 그루브 단면 형상의 변화 (CFD Analysis of Trap Effect of Groove in Lubricating Systems: Part I - Variation in Cross-Sectional Shape of Groove)

  • 홍성호
    • Tribology and Lubricants
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    • 제32권3호
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    • pp.101-105
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    • 2016
  • Trap effect of groove is evaluated in a lubricating system using computational fluid dynamics (CFD) analysis. The simulation is based on the standard k-ε turbulence model and the discrete phase model (DPM) using a commercial CFD code FLUENT. The simulation results are also capable of showing the particle trajectories in flow field. Computational domain is meshed using the GAMBIT pre-processor. The various grooves are applied in order to improve lubrication characteristics such as reduction of friction loss, increase in load carrying capacity, and trapping of the wear particles. Trap effect of groove is investigated with variations in cross-sectional shape and Reynolds number in this research. Various cross-sectional shapes of groove (rectangular, triangle, U shaped, trapezoid, elliptical shapes) are considered to evaluate the trap effect in simplified two-dimensional sliding bearing. The particles are assumed to steel, and defined a single particle injection condition in various positions. The “reflect” boundary condition for discrete phase is applied to the wall boundary, and the “escape” boundary condition to “pressure inlet” and “pressure outlet” conditions. The streamlines are compared with particles trajectories in the groove. From the results of numerical analysis in the study, it is found that the cross-sectional shapes favorable to the creation of vortex and small eddy current are effective in terms of particle trapping effect. Moreover, it is found that the Reynolds number has a strong influence on the pattern of vortex or small eddy current in the groove, and that the pattern of the vortex or small eddy current affects the trap effect of the groove.

수직 충격률에 따른 척추 경막 단면적 변화 해석 (Analysis of Dural-sac Cross Sectional Area Changes According to Vertical Impact rate)

  • 김영은
    • 대한의용생체공학회:의공학회지
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    • 제24권5호
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    • pp.421-425
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    • 2003
  • 한 개 척추 운동 분절에 대한 유한요소 모델을 이용하여 수직 충격력이 가해질 경우 발생되는 척추 경막의 교합을 해석 하였다. 교합은 수직 충격력의 지속 시간 변화에 따른 골편의 이동으로 인한 척추 경막의 단면적 변화를 계산하여 계량화 하였다. 계산 결과 8∼12ms 의 충격 지속 시간에서 골편의 이동으로 인한 가장 큰 척추 경막의 단면적 변화가 나타났으며 $\Delta$t = 400 ms의 경우에서는 4%만의 척추 경막의 단면적 변화가 나타났다, 이와 같은 해석 결과는 6kN의 수직 정 하중이 가해질 경우에 발생되는 량이 유사한 값으로 이 정도의 충격 지속 시간은 준 정 하중 상태와 유사함을 보이고 있었다.

SP 패널데이터의 Bias를 고려한 동적모델 (Dynamic Model Considering the Biases in SP Panel data)

  • 남궁문;성수련;최기주;이백진
    • 대한교통학회지
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    • 제18권6호
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    • pp.63-75
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    • 2000
  • SP 데이터는 데이터 수집의 효율이 RP 데이터 보다 높고 장래의 교통 시스템의 조건이나 속성에 대한 응답자들의 태도를 조사 할 수 있다는 점에서 많이 사용되고 있으나 SP 데이터는 주요하게 두 가지 편위를 가지고 있는데 SP 설문조사시에 발생하는 응답편위와 SP 패널조사시에 발생하는 누락편위이다. 이러한 SP 데이터의 편위가 수정되지 않으면 장래의 잘못된 교통수요예측을 유발할 수 있다. 따라서 본 연구에서는 이러한 SP 모델의 편위와 상태의존을 고려한 모델을 구축하기 위하여 6개의 횡단면 모델과 동적모델을 제안하였다. 횡단면 모델 중 RP데이터의 선택결과를 고려한 모델을 이용하여 SP모델의 편위를 보완할 수 있는 모델을 구축할 수 있었으며 동적모델의 경우에 패널데이터의 상태의존도를 지수함수로 가정하여 상태의존도를 고려한 동적모델을 구축하였다. 또한 패널조사시에 필연적으로 발생하는 누락데이터에 의한 누락편위를 모델에 고려하기 위하여 WESML방법을 적용하여 모델을 구축하였으며 그 결과 상태의존도를 보다 세밀하게 제어함으로서 모델의 설명력을 개선시키고 향후 SP 패널데이터를 이용한 동적모델의 적용성을 높일 수 있음을 알 수 있었다. 본 연구에서는 모델의 유용성을 검토하기 위하여 전주시의 외각 지역인 호남제일문 방향에서 도심으로 접근하는 3개의 주경로(천변로, 기린로, 팔달로)에 대한 패널조사 자료를 바탕으로 모델을 구축하였다.

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Aerodynamic Flutter Control for Typical Girder Sections of Long-Span Cable-Supported Bridges

  • Yang, Yongxin;Ge, Yaojun
    • Wind and Structures
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    • 제12권3호
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    • pp.205-217
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    • 2009
  • Aerodynamic flutter control for long-span cable-supported bridges was investigated based on three basic girder sections, i.e. streamlined box girder section, box girder section with cantilevered slabs and two-isolated-girder section. Totally four kinds of aerodynamic flutter control measures (adding fairings, central-slotting, adding central stabilizers and adjusting the position of inspection rail) were included in this research. Their flutter control effects on different basic girder sections were evaluated by sectional model or aeroelastic model wind tunnel tests. It is found that all basic girder sections can get aerodynamically more stabled with appropriate aerodynamic flutter control measures, while the control effects are influenced by the details of control measures and girder section configurations. The control effects of the combinations of these four kinds of aerodynamic flutter control measures, such as central-slotting plus central-stabilizer, were also investigated through sectional model wind tunnel tests, summarized and compared to the flutter control effect of single measure respectively.

Prediction Model of the Exit Cross Sectional Shape of Workpiece in Round-Oval-Round Pass Rolling

  • Lee, Youngseog;Kim, Byung-Min;Kim, Dong-Hwan
    • Journal of Mechanical Science and Technology
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    • 제16권6호
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    • pp.785-798
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    • 2002
  • A reliable analytic model that predicts the surface profile of the exit cross section of workpiece in round-oval (or oval-round) pass sequence is established. The presented model does not require any plasticity theory but needs the only geometric information on workpiece and roll groove. Formulation is based on the linear interpolation of the radius of curvature of an incoming workpiece and that of roll groove in the roll axis direction when the maximum spread of workpiece is known beforehand. The validity of the analytic model is examined by hot rod rolling experiment with the roll gap, specimen size, design parameter of oval groove and steel grade changed. Results revealed that the cross sectional shapes predicted by the model were in good agreement with those obtained experimentally. We found that the analytic model not only has simplicity and accuracy for practical usage but also saves a large amount of computational time in comparison with finite element method.

통행시간 자료를 이용한 신호시간계획의 결정 방법 (Determination Method of Signal Timing Plan Using Travel Time Data)

  • 정영제
    • 한국콘텐츠학회논문지
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    • 제18권3호
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    • pp.52-61
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    • 2018
  • 본 연구에서는 구간통행시간 정보를 기반으로 하는 신호교차로의 신호시간 산정모형을 개발하였다. 도시교통정보시스템 UTIS와 같이 구간통행시간 정보를 수집할 수 있는 검지체계를 적용하였으며, 결정적 지체모형을 이용하여 통행시간 정보로 부터 포화도 및 수요교통량을 산정하기 위한 모형을 정립하였다. 또한 본 모형은 수요교통량을 이용하여 Webster 모형 기반의 신호최적화를 수행함으로써 교차로 지체를 최소화 시키는 신호시간을 산정할 수 있다. 알고리즘의 효과평가를 위해 VISSIM과 API 도구인 ComInterface를 적용한 미시적 시뮬레이션 분석을 시행하였으며, 이동류의 포화상태를 확인하여 지체 최소화를 위한 신호시간이 산정됨을 확인하였다. 최근 국내 교통관리분야에서는 도시교통정보시스템 UTIS, 첨단교통관리시스템 ATMS와 같아 구간통행시간을 수집할 수 있는 검지체계가 급격히 확산되고 있으며, 본 연구에서는 교통신호운영 분야에서 교통정보시스템을 적용하였다는데 의의가 있겠다.