• 제목/요약/키워드: beam position

검색결과 946건 처리시간 0.025초

강체의 6자유도 미소 변위 측정 (Measurement Method for Fine 6-DOF Displacement of Rigid Bodies)

  • 박원식;조형석
    • 제어로봇시스템학회논문지
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    • 제8권3호
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    • pp.208-219
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    • 2002
  • A novel measurement method to obtain the 6-DOF motions of arbitrary rigid bodies is proposed in this paper. The method adopts a specially fabricated mirror called 3-facet mirror, which looks like a triangular pyramid haying an equilateral cross-sectional shape. The mirror is mounted on the objects to be measured, illuminated by a laser beam having circular profile, and reflects the laser beam in three different directions. Three PSDs(position sensitive detector) detect the three beams reflected by the mirror, respectively. From the signals of the PSDs, we can calculate the 3-dimensional position and orientation of the 3-facet mirror, and thus enabling us to determine the 3-dimensional position and orientation of the objects. In this paper, we model the relationship between the 3-dimensional position and orientation of an object in motion and the outputs of three PSDs. A series of experiments are performed to demonstrate the effectiveness and accuracy of the proposed method. The experimental results show that the proposed sensing system can be an effective means of obtaining 3-dimensional position and orientation of arbitrary objects and provide resonable measurement accuracy.

The Theoretical Study of the Measuring Thermal Diffusivity of Semi-Infinite Solid Using the Photothermal Displacement

  • Jeon, PiIsoo;Lee, Kwangjai;Yoo, Jaisuk;Park, Youngmoo;Lee, Jonghwa
    • Journal of Mechanical Science and Technology
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    • 제18권10호
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    • pp.1712-1721
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    • 2004
  • A method of measuring the thermal diffusivity of semi-infinite solid material at room temperature using photothermal displacement is proposed. In previous works, within the constant thickness of material, the thermal diffusivity was determined by the magnitude and phase of deformation gradient as the relative position between the pump and probe beams. In this study, however, a complete theoretical treatment of the photothermal displacement technique has been performed for thermal diffusivity measurement in semi-infinite solid materials. The influence of parameters, such as, radius and modulation frequency of the pump beam and the thermal diffusivity, was studied. We propose a simple analysis method based on the zero -crossing position of real part of deformation gradient and the minimum position of phase as the relative position between two beams. It is independent of parameters such as power of pump beam, absorption coefficient, reflectivity, Poisson's ratio, and thermal expansion coefficient.

Nd:YAG 레이저빔을 이용한 SCP 강판과 STS304강판 용접시 오프셋(off-set) 위치 결정에 관한 연구 (A study of the determination of off-set position for Nd:YAC laser welding between SCP steel sheet and STS304 sheet)

  • 윤부선;김도훈;박기영;이경돈
    • 한국레이저가공학회지
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    • 제7권2호
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    • pp.1-10
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    • 2004
  • This work was attempted to join SCP sheet and STS304 sheet by using Nd:YAC laser beam. SCP sheet has good formability and low cost, while STS304 has excellent corrosion resistance and mechanical properties in high temp. In this experiment, butt joint type was used to develop the tailored blank welding for dissimilar steel. Sheets which have different thermal properties. Computer simulation was conducted to obtain the off-set position for efficient welding by considering laser power, scanning speed, focal length and basic properties. The result showed that the optimum thermal distribution was obtained when the laser beam was irradiated at $0.05{\sim}0.1$ mm off-set toward the SCP sheet side. The experiment was conducted based on the result of computer simulation to show the same optimum conditions. Optimum conditions were 3KW in laser beam power, 6m/min in scanning speed, -0.5mm in focal position, 0.1mm off-set toward SCP. Microhardness test, tensile test, bulge test, optical microscopy, EDS, and XRD were performed to observe the microstructure around fusion zone and to evaluate the mechanical properties of optimum conditions, The weld zone had high microhardness values by the formation of the martensitic structure. Tensile test measured the strength of welded region by vertical to strain direction and the elongation of welded region by parallel to strain direction. Bulge test showed $52\%$ formability of the original materials. Bead shape, grain size, and martensitic structure were observed by the optical microscopy in the weld zone. Detailed results of EDS, XRD confirmed that the welded region was connected of martensitic structure.

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비행체의 자세와 GPS 재머의 상대적인 배치상태를 고려한 4소자 및 7소자 항재밍장치에 대한 성능분석 (4 and 7 Element GPS Anti-jamming Algorithm Performance Analysis Considering the Relative Arrangement of the Multiple Jammers)

  • 최재건
    • 한국항행학회논문지
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    • 제20권3호
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    • pp.218-225
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    • 2016
  • 일반적으로 알려진 GPS 항재밍 기술로는 재밍 방향에 대한 감쇄효과를 얻는 널 스티어링 (null steering)과 위성방향으로의 추가 합성이득을 얻는 빔 스티어링 (beam steering) 방식이 있다. 이 신호처리 알고리즘을 소개하는 문헌에 의하면, 수학 공리에 따라 동시처리 가능한 재밍의 개수는 배열안테나 소자의 개수 N 에서 기준 안테나 1개를 제외한 N-1 개에 대해서만 유효하다는 표현을 하지만, 재머 배치나 비행체의 자세 그리고 둘 간의 상대적 배치 등 실질적인 운용 조건을 고려한 알고리즘 특성에 대한 분석은 알려져 있지 않다. 이에 본 논문에서는 4소자 및 7소자 표준 배열안테나가 적용된 항재밍 시스템을 모델링하여 비행체의 자세(수평, 수직)와 재머 배치, 그리고 안테나 소자 수를 고려한 두 항재밍 알고리즘(PM, LCMV)에 대한 성능 분석을 하였다. 결과적으로, 동일한 JSR 환경임에도 불구하고, 위성 신호와 재밍 신호 간 입사각이 상대적으로 큰 비행체의 수직 자세의 경우 수평 자세보다 약 10 dB 이상의 이득이 있음을 시뮬레이션을 통해 제시 하였다.

The effectiveness of position of coupled beam with respect to the floor level

  • Yasser Abdal Shafey, Gamal;Lamiaa K., Idriss
    • Coupled systems mechanics
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    • 제11권6호
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    • pp.557-586
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    • 2022
  • In spite of extensive testing of the individual shear wall and the coupling beam (CB), numerical and experimental researches on the seismic behavior of CSW are insufficient. As far as we know, no previous research has investigated the affectations of position of CB regarding to the slab level (SL). So, the investigation aims to enhance an overarching framework to examine the consequence of connection positions between CB and SL. And, three cases have been created. One is composed of the floor slab (FS) at the top of the CB (FSTCB); the second is created with the FS within the panel depth (FSWCB), and the third is employed with the FS at the bottom of the CB (FSLCB). And, FEA is used to demonstrate the consequences of various CB positions with regard to the SL. Furthermore, the main measurements of structure response that have been investigated are deformation, shear, and moment in a coupled beam. Additionally, wall elements are used to simulate CB. In addition, ABAQUS software was used to figure out the strain distribution, shear stress for four stories to further understand the implications of slab position cases on the coupled beam rigidity. Overall, the findings show that the position of the rigid linkage among the CB and the FS can affect the behavior of the structures under seismic loads. For all structural heights (4, 8, 12 stories), the straining actions in FSWCB and FSLCB were less than those in FSTCB. And, the increases in displacement time history response for FSWCB are around 16.1-81.8%, 31.4-34.7%, and 17.5% of FSTCB.

토션빔 후륜 현가장치의 기구학적 특성 해석 (Kinematic Analysis of Torsion Beam Rear Suspension)

  • 강주석
    • 한국자동차공학회논문집
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    • 제12권5호
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    • pp.146-153
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    • 2004
  • Torsion beam rear suspension has been widely adopted to the rear suspension of vehicle by reason of simple structure and cost competitiveness. Since the kinematic characteristics of torsion beam rear suspension are determined by elastic behavior of torsion beam, quasi-static analysis based on finite element modeling of torsion beam has been conducted to obtain the kinematic parameters of torsion beam rear suspension. In this paper, simple kinematic equations with rear geometric parameters are derived to predict the kinematic behavior of torsion beam rear suspension. The suspension design parameters such as roll center height, roll stiffness, roll steer and roll camber can be easily obtained with the kinematic equations. The suggested kinematic equations are validated from comparison with the test results and solution offered by ADAMS. The suspension design parameters varied with the position of torsion beam are discussed.

내부 보-기둥 접합부의 전단파괴 (Joint Shear Failure of Reinforced Concrete Interior Beam-Column Joint)

  • 이민섭;홍성걸
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2000년도 가을 학술발표회논문집(I)
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    • pp.303-308
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    • 2000
  • The design of column joint is an important part of earthquake resistant design of reinforced concrete moment resisting frames. Beam column joints must provide sufficient stiffness and strength to resist and sustain the loads induced by adjacent beams and columns. This paper investigates the difference of the current design codes which provide a different approach for the design of beam column joint in seismic zone. The model provided by Hitoshi Shiohara(1998) is reviewed in this paper, which provides a good relationship between moment and shear action of interior beam column joint and a role shear reinforcement according to their position.

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볼빔에 대한 비선형 제어기 및 관측기 설계 (Nonlinear Controller and Observer Design for Ball and Beam)

  • 임규만
    • 융합신호처리학회 학술대회논문집
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    • 한국신호처리시스템학회 2001년도 하계 학술대회 논문집(KISPS SUMMER CONFERENCE 2001
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    • pp.125-128
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    • 2001
  • In this paper, We proposed the nonlinear controller and observer design for a ball and beam system. Unfortunately, for the ball and beam system, the control coefficient is zero whenever the angular velocity or ball position are zero. Therefore, the relative degree of the ball and beam system is not well defined. The presented the nonlinear controller and observer design is based on the approximation input-output feedback linearization. And we verified that the proposed nonlinear controller and observer scheme is the feasible through a computer simulation.

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CFRP strengthening of continuous RC T-beams at hogging moment zone across the flange

  • Eldin, Mohammad Mohie;Tarabia, Ahmed M.;Hasson, Rahma F.
    • Structural Engineering and Mechanics
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    • 제64권6권
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    • pp.783-792
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    • 2017
  • Carbon Fiber Reinforced Polymer (CFRP) laminates are used widely either for repairing or strengthening of existing structures. When CFRP laminates are used for strengthening of RC continuous T-beams in the Hogging Moment Zone (HMZ); above and around the intermediate supports, it is important to study the expected positions of the laminates across the width of the beam flange. Although, it is traditional to consider CFRP laminates added above the beam web, this is not practical since walls and columns are located in such positions in general. This paper examines the effect of changing the positions of CFRP laminates used for the strengthening of the hogging moment zone across the beam flange of two-span-T-section beams. The Finite Element (FE) Package ANSYS is used to create 3-D theoretical models needed for the study. It can be concluded that changing the position of CFRP strengthening across the beam flange, in the hogging moment zone, is effective upon the overall behavior. The best locations are either above the web or at the flange just beside the web, due to the presence of walls and/or columns.

능동진동제어를 이용한 유연보의 끝단위치 명령추종연구 (Tip Position Command Tracking of a Flexible Beam Using Active Vibration Control)

  • Lee, Young-Sup;Elliott, Stephen-J
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2003년도 추계학술대회논문집
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    • pp.643-648
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    • 2003
  • The problem considered in this paper is that the tip position of a flexible cantilever beam is controlled to follow a command signal, using a pair of piezoelectric actuators at the clamped end. The beam is lightly damped and so the natural transient response is rather long, and also since the sensor and actuator are not collocated, the plant response is non-minimum phase. Two control strategies were investigated. The first involved conventional PID control in which the feedback gains were adjusted to give the fastest closed-loop response to a step input. The second control strategy was based on an internal model control (IMC) architecture. The control filter in the IMC controller was a digital FIR device designed to minimize the expectation of the mean square tracking error. The IMC controller designed fur the beam was found to have very much reduced settling times to a step input compared with those of the PID controller.

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