• 제목/요약/키워드: Beam Mode

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A new damage detection indicator for beams based on mode shape data

  • Yazdanpanah, O.;Seyedpoor, S.M.;Bengar, H. Akbarzadeh
    • Structural Engineering and Mechanics
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    • 제53권4호
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    • pp.725-744
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    • 2015
  • In this paper, a new damage indicator based on mode shape data is introduced to identify damage in beam structures. In order to construct the indicator proposed, the mode shape, mode shape slope and mode shape curvature of a beam before and after damage are utilized. Mode shape data of the beam are first obtained here using a finite element modeling and then the slope and curvature of mode shape are evaluated via the central finite difference method. In order to assess the robustness of the proposed indicator, two test examples including a simply supported beam and a two-span beam are considered. Numerical results demonstrate that using the proposed indicator, the location of single and multiple damage cases having different characteristics can be accurately determined. Moreover, the indicator shows a better performance when compared with a well-known indicator found in the literature.

Measurement of Spatial Coherence Function of multy-mode beam by using a Sagnac Interferometer

  • 이창혁;강윤식;노재우
    • 한국광학회:학술대회논문집
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    • 한국광학회 2008년도 하계학술발표회 논문집
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    • pp.187-189
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    • 2008
  • The spatial coherence function of multy-mode beam was measured by using a Sagnac interferometer and self referencing technique. For leaner polarization laser beam passing through a multy-mode fiber, its change value of spatial mode and polarization from stress of faber and input coupling angle. And each spatial mode have each polarizations, when we simulation Wigner distribution function and Spatial Correlation function of spatial multi-mode beam by using Hermit Gaussian modes leaner sum. We measured spatial coherence function of using by multy-mode fiber. One can use this measurement method to study and characterize the property of multy-mode light field coming out of GRIN multy-mode fiber.

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비균질 탄성지반 위에 놓인 보-기둥의 자유진동 (Free Vibration of Beam-Columns on Non-Homogeneous Foundation)

  • 이병구;오상진;이태은
    • 한국농공학회:학술대회논문집
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    • 한국농공학회 1999년도 Proceedings of the 1999 Annual Conference The Korean Society of Agricutural Engineers
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    • pp.206-211
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    • 1999
  • The purpose of this study is to investigate the natural frequencies and mode shapes of beam-columns on the non-homogeneous foundaion. The beam model is based on the classical Bernoulli-Euler beam theory. The linear foundation modulus is chosen as the non-homogeneous foundation in this study . The differentidal equation goeverning free vibrations of such beam-columns subjected to axial load is derived and solved numerically for calculting the natural frquencies and mode shapes. In numerical fivekinds of end constraint are considered, and the lowest four natural frquencies and corresponding mode shape are obtained as the non-dimensional forms.

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콘빔CT 촬영 시 mAs의 변화에 따른 피부선량과 영상 품질에 관한 평가 (Evaluation of Skin Dose and Image Quality on Cone Beam Computed Tomography)

  • 안종호;홍채선;김진만;장준영
    • 대한방사선치료학회지
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    • 제20권1호
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    • pp.17-23
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    • 2008
  • 목 적: 선형가속기에 부착된 온보드영상장치(On-Board Imager)를 이용한 콘빔CT (Cone Beam Computerized Tomography)는 환자의 셋업 오차 확인 및 보정, 장기 및 표적의 움직임 확인이 용이한 장점이 있는 영상유도방사선 치료 장비이다. 하지만 촬영 시 받게 되는 imaging dose는 2차 암 발생위험의 원인이 된다. 이에 본 저자는 촬영조건(mAs)을 변화시킨 4가지 촬영 mode로 피부선량과 영상 품질을 비교 평가하여 적정한 촬영 mode를 제시하고자 한다. 대상 및 방법: 인체 모형 팬톰(RANDO phantom)을 사용하여 열형광선량계(TLD-100, Harshaw)를 두부, 흉부, 복부로 나누어 각 부위별로 8개씩 위치시킨 후 4가지의 촬영 mode (A: 125 kvp 80 mA 25 ms, B: 125 kvp 40 mA, 25 ms, C: 125 kvp 80 mA 10 ms, D: 125 kvp 40 mA, 10 ms)로 피부선량(skin dose)을 각각 3회씩 측정한 후 그 평균값을 얻어 평가하였고 catphan 504 phantom을 이용하여 장비 제조사의 영상 품질 정도관리 protocol에 따라서 각 촬영 mode 별 영상품질(image quality)을 비교 분석하였다. 결 과: 피부선량을 측정한 결과 두부에서는 A mode: 8.96 cGy, B mode: 4.59 cGy, C mode: 3.46 cGy, D mode: 1.76 cGy였고, 흉부는 A mode: 9.42 cGy, B mode: 4.58 cGy, C mode: 3.65 cGy, D mode: 1.85 cGy가 복부에서는 A mode: 9.97 cGy, B mode: 5.12 cGy, C mode: 4.03 cGy, D mode: 2.21 cGy의 값으로 측정이 되었다. 이는 A mode를 기준으로 약 B mode는 50%, C mode 60%, D mode는 80%의 선량 감소를 나타내었다. 영상품질 평가 항목인 HU reproducibility, Low contrast resolution, Spatial resolution (high contrast resolution), HU uniformity를 분석한 결과 모든 촬영mode에서 장비제조사에서 제시하는 tolerance 이내의 값으로 평가되었다. 결 론: 콘빔CT에 있어서 좋은 영상품질을 유지하면서 imaging dose를 줄이는 것은 중요하다. 이에 본 실험결과를 바탕으로 하여 soft tissue가 관심영역일 경우는 A mode로 두부 촬영 시 bone이 관심영역일 경우 D mode가 일반적인 경우에는 B, C mode가 적용 가능하리라 생각된다. 또한 콘빔CT촬영으로 인해 증가되는 2차 암 발생위험은 낮은 mAs의 촬영조건을 선택함으로써 줄일 수 있을 것이다.

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3D thermo-hydro-mechanical coupled discrete beam lattice model of saturated poro-plastic medium

  • Hadzalic, Emina;Ibrahimbegovic, Adnan;Dolarevic, Samir
    • Coupled systems mechanics
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    • 제9권2호
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    • pp.125-145
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    • 2020
  • In this paper, we present a 3D thermo-hydro-mechanical coupled discrete beam lattice model of structure built of the nonisothermal saturated poro-plastic medium subjected to mechanical loads and nonstationary heat transfer conditions. The proposed model is based on Voronoi cell representation of the domain with cohesive links represented as inelastic Timoshenko beam finite elements enhanced with additional kinematics in terms of embedded strong discontinuities in axial and both transverse directions. The enhanced Timoshenko beam finite element is capable of modeling crack formation in mode I, mode II and mode III. Mode I relates to crack opening, mode II relates to in-plane crack sliding, and mode III relates to the out-of-plane shear sliding. The pore fluid flow and heat flow in the proposed model are governed by Darcy's law and Fourier's law for heat conduction, respectively. The pore pressure field and temperature field are approximated with linear tetrahedral finite elements. By exploiting nodal point quadrature rule for numerical integration on tetrahedral finite elements and duality property between Voronoi diagram and Delaunay tetrahedralization, the numerical implementation of the coupling results with additional pore pressure and temperature degrees of freedom placed at each node of a Timoshenko beam finite element. The results of several numerical simulations are presented and discussed.

다단 티모센코 원형단면봉의 연속 고유모우드 (Mode Shape of Timoshenko Beam Having Different Circular Cross-Sections)

  • 전오성
    • 한국생산제조학회지
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    • 제6권4호
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    • pp.118-123
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    • 1997
  • The study suggests a method to analyze the vibration of the multi-stepped beam having the different circular cross-sections. The rotatory inertia, the shear deformation and the torque applied at both ends of the beam are considered in the governing equation. The complex displacement and the variable separation are introduced to derive the solution of the equation of each uniform beam element having constant cross-section. Then boundary conditions are applied to solve the total system. This method uses the mathematically exact solutions unlike numerical method such as the finite element method in solving the problem having the simultaneous differential equations of Timoshenko beam theory. the natural frequencies and the corresponding mode shapes are precise, especially the mode shapes are continuous.

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On mode localization of a weakly coupled beam system with spring-mass attachments

  • Huang, M.;Liu, J.K.;Lu, Z.R.
    • Structural Engineering and Mechanics
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    • 제42권1호
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    • pp.13-24
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    • 2012
  • There are a large number of papers in the literature dealing with the free vibration analysis of single/multi-span uniform beam with multiple spring-mass systems, but that of coupled multi-span beams carrying spring-mass attachments is rare. In this note, free vibration analysis of a weakly coupled beam system with spring-mass attachments is conducted. The mode localization and frequency loci veering phenomena of the coupled beam system are investigated. Studies show that for weakly coupled beam system with spring-mass attachments, the mode localization and frequency loci veering will occur once there is a disorder in the system.

얇은 직사각형 외팔보의 비선형 진동현상 (Nonlinear Vibration Phenomenon for the Slender Rectangular Cantilever Beam)

  • 박철희;조종두;박창호
    • 한국소음진동공학회논문집
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    • 제14권12호
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    • pp.1314-1321
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    • 2004
  • The non-linear responses of a slender rectangular cantilever beam subjected to lateral harmonic base-excitation are investigated by the 2-channel FFT analyzer. Both linear and nonlinear behaviors of the cantilever beam are compared with each other. Bending mode, torsional mode, and transverse mode are coupled in such a way that the energy transfer between them are observed. Especially, superharmonic, subharmonic, and chaotic motions which result from the unstable inertia terms in the transverse mode are analyzed by the FFT analyzer The aim is to give the explanations of the route to chaos, i.e., harmonic motion \longrightarrow superharmonic motion \longrightarrow subharmonic motion \longrightarrow chaos.

레이저 표면경화처리에서 빔의 형태가 경화층 크기에 미치는 영향에 관한 연구 (A Study on the Effect of Beam Mode on the Size of Hardened Zone in Laser Surface Hardening)

  • Kim, J.W.
    • 한국정밀공학회지
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    • 제10권4호
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    • pp.64-72
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    • 1993
  • Analytical models for the prediction of the size of hardened zone in laser surface hardening are presented. The models are based on the solutions to the problem of three-dimensional heat flow in plates with infinite thickness. The validity of the model was tested on medium carbon steel for Gaussian mode of beam. Then the model for rectagular beam was used for the predicition of the size of hardened zone on various hardening process parameters. From the calculation results it appeared that the size and shape of the hardened zone are strongly dependent on process parameters such as beam mode, beam size, and traverse speed.

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두 이동질량이 단순보의 동특성에 미치는 영향 (Influence of Two Moving Masses on Dynamic Behavior of a Simple Beam)

  • 윤한익;최창수;임순홍
    • 동력기계공학회지
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    • 제4권4호
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    • pp.70-77
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    • 2000
  • On the dynamic behavior of a simple beam the influences of the velocities and distance of two moving masses have been studied by numerical method. The instant amplitude of a simple beam is calculated and analyzed for each position of the moving masses represented by the time functions. As increasing the velocties of two moving masses on the simple beam, the amplitude of the transverse vibration of the simple beam is decreased and the frequency of the transverse vibration of the simple beam is increased. As the distance between two moving masses increase, the transverse displacement of the simple beam is decrease. The simple beam is very stable in second mode at $\bar{a}=0.5$ and in third mode at $\bar{a}=0.3$.

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