• 제목/요약/키워드: Cantilever beam

검색결과 831건 처리시간 0.023초

Shell요소의 Normal Rotation (The Shell Elements with vertex Degree of Freedoms)

  • 조순보
    • 한국공간구조학회:학술대회논문집
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    • 한국공간구조학회 2006년도 춘계 학술발표회 논문집 제3권1호(통권3호)
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    • pp.256-264
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    • 2006
  • This paper describes the formulation of rectangular flat shell element that is modeled with the six degree of freedoms including a rotational degree of freedom. The rectangular finite element matrix with a rotational degree of freedom is developed using a beam stiffness matrix and compared with other methods. The outputs of the quantity of vertical deflection of cantilever beam show us the improving evidence of the Frame-Shell finite element matrix in a calculation of vertical deflections of cantilever beam.

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Finite element vibration and damping analysis of a partially covered cantilever beam

  • Yaman, Mustafa
    • Structural Engineering and Mechanics
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    • 제19권2호
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    • pp.141-151
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    • 2005
  • There are several ways of decreasing the vibration energy of structures. One of which is special damping layers made of various viscoelastic materials are widely applied in structures subjected to dynamic loading. In this study, a cantilever beam, partially covered by damping a constraining layers, is investigated by using Finite Element method (FEM). The frequency and system loss factor are evaluated. The effects of different physical and geometrical parameters on the natural frequency and system loss factors are discussed.

부착식 후설치 앵커로 연결된 내민보의 구조 안전성에 대한 실험적 평가 (Experimental Verification on the Structural Safety of Cantilever Beam Connected with Post-installed Adhesive Anchor Bolts)

  • 오홍섭;박성락
    • 콘크리트학회논문집
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    • 제23권4호
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    • pp.529-536
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    • 2011
  • 최근 들어 국내의 교량 확장 보도부에 대한 관심이 고조되고 있다. 교량 확장 보도부에 적용되는 내민보는 부착식 앵커 볼트를 이용한 구조를 사용하고 있다. 그러나 현재 적용되고 있는 내민보의 경우 정확한 기준이 없는 상태로 설치 간격 및 단면 등이 과다 설계되고 있으며 과다한 중량에 의한 시공상의 문제점들도 발생하고 있다. 또한 연결되는 부착식 후설치 앵커 볼트에 관한 실험 및 해석 결과 등이 충분치 않기 때문에 불필요한 앵커 볼트의 수량을 증대시키고 있다. 이에 이 논문에서는 앵커 연결된 내민보의 구조 거동 평가 실험을 통해 기존의 내민보의 단면을 최적화하여 단면의 효율성을 확보하고, 불필요한 앵커 볼트의 수량을 줄일 수 있는 기법을 제안하고자 하였다. 실험 결과 내민보의 파괴는 부착식 앵커의 부착 파괴에 지배되는 것으로 나타났으며, 압축 측의 앵커 개수를 감소시켜도 부재의 안전성에는 크게 문제가 없는 것으로 관찰되었다. 또한 내민보의 형상을 변화시키고 프리스트레싱을 도입함으로서 사용 상태의 사용성도 향상시킬 수 있는 것으로 나타났다.

광섬유와 필름격자를 이용한 가속도 센서 (Acceleration Sensor Using Optical Fibers and Film Gratings)

  • 이윤재;조재흥;권일범;서대철;이남권
    • 한국광학회지
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    • 제19권3호
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    • pp.175-181
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    • 2008
  • 상용의 전자기 가속도 센서에 비해 신호의 안정성 면에서 우수하고 가격이 저렴하며 제작이 비교적 용이한 필름 격자를 이용한 광세기 방식의 새로운 가속도 센서를 제안하고 이를 제작하였다. 외부의 진동에 반응하는 외팔보(cantilever beam)에 서로 주기가 어긋난 2장의 진폭 변조용 필름 격자가 나란히 부착되어 이 필름격자를 지나가는 출력광이 외부진동에 따라 서로 다른 위상으로 변조된다. 이 두 필름격자에 의한 출력의 위상각을 이용하여 출력광 신호의 위상을 구하고, 위상 연속화 과정을 거쳐 외팔보의 변위를 계산하여 가속도 환산 관계식을 통해 가속도를 측정하였다. 본 논문의 필름 격자를 이용한 광섬유 가속도 센서는 대형 구조물 및 토목 구조물의 모니터링에 알맞은 7 Hz 이하의 저주파 대역에서 사용 가능하도록 설계하였다. 이 광섬유 가속도 센서는 광섬유를 이용하였으므로 전자기적 노이즈가 예상되는 곳에서도 구조물의 진동 측정에 적합하다.

회전 방향으로 매개 가진되는 외팔보의 동적 해석 (Dynamic Analysis of a Cantilever Beam with the Payametric Excitation in Rotation)

  • 임형빈;정진태
    • 대한기계학회논문집A
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    • 제26권11호
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    • pp.2270-2276
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    • 2002
  • Dynamic stability of a rotary oscillating cantilever beam is presented in this study. Using the stretch deformation instead of the conventional axial deformation, three linear partial differential equations are derived from Hamilton's principle and transformed into dimensionless forms. Stability diagrams of the first order approximate solutions are obtained by using the multiple scale perturbation method. The stability diagrams show that relatively large unstable regions exist near the combination of the first chordwise bending natural frequency and the first stretch natural frequency. This result is verified by using the generalized -$\alpha$ method.

2차원 구조물의 최적형상설계에 관한 연구 (A Study on the Optimal Shape Design of 2-D Structures)

  • 김홍건;양성모;노홍길;나석찬;유기현;조남익
    • 한국공작기계학회논문집
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    • 제12권2호
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    • pp.9-16
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    • 2003
  • A strategy of the optimal shape design with FEA(Finite Element Analysis) for 2-D structure is proposed by comparing subproblem approximation method with first order approximation method. A cantilever beam with two different loading conditions, a concentrated load and an evenly distribute load, and truss structure with a concentrated loading condition are implemented to optimize the shape. It gives a good design strategy on the optimal truss structure as well as the optimal cantilever beam shape. It is found that the convergence is quickly finished with the iteration number below ten. Optimized shapes of cantilever beam and truss structure are shown with stress contour plot by the results of the subproblem approximation method and the first order approximation methd.

마이크로 믹서의 형상 최적화 (Shape Optimization of a Micro-Static Mixer)

  • 한석영;김성훈
    • 한국공작기계학회:학술대회논문집
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    • 한국공작기계학회 2004년도 춘계학술대회 논문집
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    • pp.166-171
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    • 2004
  • In this study, shape optimization of micro-static mixer with a cantilever beam was accomplished for mixing the mixing efficiency by using successive response surface approximations. Variables were chosen as the length of cantilever beam and the angle between horizontal and the cantilever beam. Sequential approximate optimization method was used to deal with both highly nonlinear and non-smooth characteristics of flow field in a micro-static mixer. Shape optimization problem of a micro-static mixer can be divided into a series of simple subproblems. Approximation to solve the subproblems was performed by response surface approximation, which does not require the sensitivity analysis. To verify the reliability of approximated objective function and the accuracy of it, ANOVA analysis and variables selection method were implemented, respectively. It was verified that successive response surface approximation worked very well and the mixing efficiency was improved very much comparing with the initial shape of a micro-static mixer.

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회전 외팔보의 과도상태 진동시 발생하는 응력분포 연구 (Study on the Stress Distribution of a Rotating Cantilever Beam in Transient Vibration)

  • 최창민;유홍희;양현익
    • 소음진동
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    • 제10권2호
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    • pp.306-311
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    • 2000
  • The stress distribution of a rotating cantilever beam in transient vibration is investigated in this paper. The equations of motion of the rotating bean are derived and numerical results are obtained. The tensile and bending stresses which occur when the beam rotates with the tuned angular speed or passes through the tuned angular speed are obtained. Since those stresses are usually significant during the rotational motion, it is important to estimate them accurately in the design of the rotating structure.

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축방향 왕복운동을 하는 집중질량을 가진 외팔보의 동적 안정성 해석 (Dynamic Stability Analysis of an Axially Oscillating Cantilever Beam with a Concentrated Mass)

  • 현상학;유홍희
    • 소음진동
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    • 제11권1호
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    • pp.118-124
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    • 2001
  • The effect of a concentrated mass on the regions of dynamic instability of an axially oscillating cantilever beam is investigated in this paper. The equations of motion are derived using Kane's method and the assumed mode method. It is found that the bending stiffness is harmonically varied by axial inertia forces due to oscillating motion. Under the certain conditions between oscillating frequency and the natural frequencies, dynamic instability may occur and the magnitude of the bending vibration increase without bound. By using the multiple time scales method, the regions of dynamic instability are obtained. The regions of dynamic instability are found to be depend on the magnitude of a concentrated mass or its location.

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직교 이방성 재료 물성이 적용된 cantilever beam 형상의 FEM과 BEM에 의한 해석 결과에 대한 비교 연구 (A Comparative study of Finite Element Method and Boundary Element Method Analysis result of Cantilever Beam model by applying Orthotropic Material Properties)

  • 김동은;황영진;이석순
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2007년도 춘계학술대회A
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    • pp.730-735
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    • 2007
  • This study is a comparison of the results of the orthropic material analysis at cantilever beam model using boundary element(BEM) method and finite element method(FEM). The program with the orthotropic material analysis was developed and applied to the examples in order to evaluate the accuracy of the programs. The examples shows that the results of the BEM is a good agreement with the ABAQUS results.

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