• 제목/요약/키워드: 회전 스프링

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추가변형을 고려한 환원판 결합 원통셸의 진동해석 (Vibration Analysis of Annular Plate Combined Cylindrical Shells Considering Additional Deformations)

  • 김영완;정강
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2004년도 추계학술대회
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    • pp.551-556
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    • 2004
  • The theoretical method is developed to investigate the vibration characteristics of the combined cylindrical shells with an annular plate joined to the shell at any arbitrary axial position. The structural rotational coupling between shell and plate is simulated using the rotational artificial spring. For the translational coupling, the continuity conditions for the displacements of shell and plate are used. For the uncoupled annular plate, the transverse motion is considered and the in-plane motions are not. And the additional transverse and in-plane motions of the coupled annular plate by shell deformation are considered in analysis. Theoretical formulations are based on Love's thin shell theory. The frequency equation of the combined shell with an annular plate is derived using the Rayleigh-Ritz approach. The effect of inner-to-outer radius ratio, axial position and thickness of annular plate on vibration characteristics of combined cylindrical shells is studied. To demonstrate the validity of present theoretical method, the finite element analysis is performed.

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회전 및 굽힘 스프링 기구로 연속 지지된 핵연료봉의 진동연구 (A Study on the Vibration Behavior of the Fuel rods Continuously Supported by a Rotatory and Bent Spring System)

  • 강흥석;송기남;윤경호;정연호;임정식
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 1998년도 춘계학술대회논문집; 용평리조트 타워콘도, 21-22 May 1998
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    • pp.454-460
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    • 1998
  • The vibration behavior of fuel rods has been analyzed by FEM in consideration of axial force and support spring constants. The axial compression force on the fuel rod in reactor decreases with the fuel rod burnup, and its decrease makes the natural frequencies of fuel rod considerably increase. The change of support spring constant can contribute to the remarkable change of the mode shapes, but not greatly to the natural frequencies. The reaction forces of support springs are obtained from normalizing the lst mode with the max. 0.2 mm displacement. The calculated reaction forces are larger than the previous results obtained by disregarding the deflections of the support springs.

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다판 클러치의 Drag 분석, 설계 제안 (The analysis of drag in the multi-clutch, Design proposal)

  • 곽희성;김정훈;정삼석;강영선;남상일
    • 한국농업기계학회:학술대회논문집
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    • 한국농업기계학회 2003년도 하계 학술대회 논문집
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    • pp.134-139
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    • 2003
  • 오늘날 산업용 차량은 대부분 유압식 클러치를 채택하여 사용하고 있다 유압식 클러치는 운전자가 손쉽게 엔진으로부터 동력을 바퀴까지 전달 또는 차단하는 기능을 갖고 있기 때문이다. 차량속도에 대한 운전자의 다양한 요구는 다수의 변속 단수를 갖는 기어트레인이나 연속가변식 변속기(CVT) 원하고 있다. 그 중에 기어단을 단속하는 클러치는 엔진의 회전력과 차량 관성력을 효과적으로 연결 또는 차단을 위해 다수의 마찰판과 유체압력을 이용하여 작동된다. 유압식 클러치는 동작방식에 따라서 유체압력이 작동하면 동력을 전달하는 POSITIVE방식과 자체 탄성 스프링력에 의해서 동력을 전달하는 NEGATIVE방식이 있다. POSITIVE방식 유압식 클러치는 동력전달시 어큐뮬레이터를 이용하여 충격을 줄이고, 부하 변동시 승차감각을 향상할 수 있는 장점이 있다 TRX500 트랙터에 사용되는 유압식 클러치는 POSITIVE방식을 채택하고 있다. (중략)

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비균질 탄성 기초위에 놓여있는 직사각형 평판의 고유 진동수 (Natural Frequency of a Rectangular Plate on Non-homogeneous Elastic Foundations)

  • 황주익;김용철;이택순
    • 한국해양공학회지
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    • 제3권2호
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    • pp.570-570
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    • 1989
  • The natural frequencies of a rectangular plate on non-homogeneous elastic foundations were obtained by using the Ritz method and Galerkin method. The results of both methods using the different type of trial functions were also compared. Furthermore, the effects of the variation of boundary conditions, the stiffness of the foundation spring, the dimension ratio of the plate were investigated. As a result, the Galerkin method can be used to obtain the accurate solution and can be effectively used to design the foundation bed.

비균질 탄성 기초위에 놓여있는 직사각형 평판의 고유 진동수 (Natural Frequency of a Rectangular Plate on Non-homogeneous Elastic Foundations)

  • 황주익;김용철;이택순
    • 한국해양공학회지
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    • 제3권2호
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    • pp.70-76
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    • 1989
  • The natural frequencies of a rectangular plate on non-homogeneous elastic foundations were obtained by using the Ritz method and Galerkin method. The results of both methods using the different type of trial functions were also compared. Furthermore, the effects of the variation of boundary conditions, the stiffness of the foundation spring, the dimension ratio of the plate were investigated. As a result, the Galerkin method can be used to obtain the accurate solution and can be effectively used to design the foundation bed.

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국부적 굽힘붕괴를 수반하는 평면프레임의 대변형 해석 (Large Deflection Analysis of a Plane Frame with Local Bending Collapse)

  • 김천욱;원종진;강명훈
    • 대한기계학회논문집
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    • 제19권8호
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    • pp.1889-1900
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    • 1995
  • In this study, a large deflection analysis of a plane frame composed of a thin-walled tube in investigated. When bent, a thin-walled tube is usually controlled by local buckling and subsequent bending collapse of the section. So load resistance reaches the yield level in a thin-walled rectangular tube. This relationship can be divided into three regimes : elastic, post-buckling and crippling. In this paper, this relationship is theoretically presented to be capable of describing nonlinearities and a stiffness matrix is derived by introducing a compound beam-spring element. A numerical analysis uses a constant incremental energy method and the solution is obtained by modifying stiffness matrix at elastic/inelastic stage. This analytical results, load-deflection paths show a good agreement with the test results.

원형 CAV 댐퍼의 개발에 관한 연구 (A Study on the Development of a Circular CAV Damper)

  • 권영필
    • 설비공학논문집
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    • 제25권11호
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    • pp.612-616
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    • 2013
  • A circular CAV damper has been developed, based on the investigation of the pressure loss, and the flow-resisting moment by the damper blade. When a torsional spring is attached to the damper axle, and the setting angle is adjusted to around $82^{\circ}$, the volume rate across the damper is almost independent of the static pressure. Such a CAV characteristic appears at an opening angle between $40^{\circ}$ and $60^{\circ}$, where the normalized moment decreases linearly with the angle. In addition, by adjusting the setting angle, the volume rate can be controlled to within 10% error, regardless of the pressure loss.

비선형 회전 스프링 요소를 갖는 공간 프레임의 구조의 비선형 해석에 관한 연구 (A study on the nonlinear analysis of spatial frame structures with nonlinear rotational spring elements)

  • 이병채;박문식
    • 오토저널
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    • 제12권2호
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    • pp.29-42
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    • 1990
  • Three dimensional frame structures with such nonlinearities as large displacements, medium rotations, plastic hinges and local defects are efficiently analyzed by introducing the nonlinear rotational spring. Formulations are based on the incremental updated Lagrangian descriptions and the virtual work principle, Axial displacement and twisted angle in beam elements are interpolated linearly, while bending displacements are approximated by the Hermite polynomials. The modified are length method is used as a solution method. The moment-angle of rotation relationship obtained analytically or experimentally can be easily incorporated into the solution procedure. Several examples tested show that the present method can be used efficiently in analyzing nonlinear frame structures with plastic hinges or local defect.

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고압 회로차단기의 비등속 회전 캠의 최적설계 (Optimal Design of a Variable-Speed Cam for Power Circuit Breaker)

  • 김준형;안길영;김수현;곽윤근
    • 한국정밀공학회지
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    • 제18권12호
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    • pp.47-53
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    • 2001
  • Power Circuit Breaker uses a variable-speed cam mechanism actuated by pre-loaded spring force. This paper presents the optimal design procedure for a variable-speed cam mechanism based on the dynamic model of a complete spring-actuated cam system. The optimal cam is compared with an original cam. Simulation results show that the dynamic behaviors of the designed cam are superior to those of the original cam.

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Receptance 방법에 의한 부가물을 갖는 Mindlin판유추 구조제의 진동해석 (Vibration Analysis of Mindlin-Plate Structures having Attachments by the Receptance Method)

  • 한성용;정중현
    • 대한조선학회논문집
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    • 제32권3호
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    • pp.98-106
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    • 1995
  • 대형구조물의 국부구조계에는 후판, 선체이중저와 같은 복판팬널 또는 FRP판과 같은 복합적층판에 집중질량, 질량-스프링계 또는 지지스프링 등으로 간주되는 부가제가 추가된 복합제의 진동해석을 수행하여야 되는 경우가 않다. 본 연구에서는 팬널의 receptance와 부가계의 receptance를 합성하여 복합제의 고유진동특성 및 강제진동응답을 효과적으로 얻을 수 있는 receptance 방법의 적용을 제시한다. 상기 팬널들은 전단변형 및 회전관성효과가 매우 크고 대부분 직교이방성 강성을 갖기 때문에 직교이방성 Mindlin판유추 구조계로 간주하였으며, Mindlin판유추 구조계의 receptance를 구하기 위해 assumed mode-Lagrange 운동방정식 원용에 의해 구하는 방법을 정식화하였다. 이때 진동파형은 Timoshenko 보함수 또는 이의 성질을 갖는 다항식을 사용하였다. 등방성후판 및 실선 이중저의 1/8축적 모델을 대상으로 일련의 수치계산을 수행하여 본연구에서 제시한 방법의 타당성을 보였다.

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