• 제목/요약/키워드: initial tension

검색결과 425건 처리시간 0.028초

텐션클램프의 초기 체결력이 탄성레일체결장치의 성능에 미치는 영향 (Influence of Initial Clamping Force of Tension Clamp on Performance of Elastic Rail Fastening System)

  • 이동욱;최정열;백찬호;박용걸
    • 대한토목학회논문집
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    • 제33권3호
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    • pp.1243-1251
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    • 2013
  • 본 연구의 목적은 텐션클램프의 초기 체결력이 급곡선 궤도용 탄성레일체결장치의 성능에 미치는 영향을 검토함에 있다. 이를 위해 본 연구에서는 탄성레일체결장치의 구성품 중 텐션클램프의 거동을 평가하기 위해 초기 체결력의 변화와 횡압의 증가를 고려한 실내시험, 현장측정 및 수치해석을 수행하였다. 수치해석 및 실험결과, 초기 체결력의 감소는 텐션클램프에 도입되는 초기 압축응력의 감소로 나타났다. 또한 텐션클램프의 압축응력은 급곡선 궤도에서 발생하는 횡압의 작용에 따라 인장응력으로 변환되는 것으로 나타났다. 따라서 초기 체결력에 의해 텐션클램프에 도입된 압축응력은 외력에 따른 발생 인장응력 저감을 위한 보강력으로 작용하는 것으로 분석되어, 탄성레일체결장치의 장기 내구성능 확보와 안정적인 거동을 유지하기 위해서는 적정 초기 체결력의 확보가 중요한 것으로 나타났다.

타이밍 체인 시스템의 초기 장력이 전달 오차에 미치는 영향 (Transmission Error Influences by Initial Tension of Timing Chain System)

  • 박용식;정택수;홍윤화;김영진;박영균;이정진;조종두
    • 한국자동차공학회논문집
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    • 제25권2호
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    • pp.133-139
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    • 2017
  • The timing chain system, which is a typical power transmission technology applied to a vehicle, has been widely used by the automotive industry because it is normally designed to last a car's lifetime. However, the timing chain system may cause some problems due to the shape of the chains and the polygonal behavior on contact between the chain and the sprocket. In addition, noise and vibration caused by transmission error are the most typical problems encountered by major automotive manufacturers and they are considered as the main source of customer complaint. The initial tension of the chain-sprocket system is thought to be the main cause of transmission error, and it is regarded as the source of engine vibration and noise. The initial tension of the chain system should be controlled carefully since a low initial tension can cause twisting, which may lead to a system malfunction, while a high initial tension can reduce the service life due to a worn down contact surface. In this paper, the kinematic analysis model is generated with various initial tensions, which are controlled by changing the shape of the fixed guide with the largest contact surface with chain. The results showed that the transmission error was minimized on a particular range of initial tension, and the tendency showed that the error changed with a higher sensitivity at a lower initial tension.

막구조의 초기형상 및 재단도 결정알고리즘에 관한 연구 (A Study on the Shape Finding and Patterning Procedures for Membrane Structures)

  • 한상을;이경수;이상주;유용주
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 1998년도 가을 학술발표회 논문집
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    • pp.298-305
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    • 1998
  • The purpose of this study is to propose the method of determining the initial fabric membrane structures surface and membrane patterning procedures. Tension structure, such as, fabric membrane structures and cable-net, is stabilized by their initial prestress and boundary condition. The process to find initial structural overall shape of tension structures produced by initial prestress called Shape Finding or Shape Analysis. One of the most important factor for the design of membrane structures is to search initial smooth surface, because unlike steel or concrete building elements which resist loads in bending, all tension structure forces are carried within the surface by membrane stress or cable tension. To obtain initial surface of fabric membrane element in large deformation analysis, the membrane element is idealized as cable using a technique with Force-density method. and that result is compared with well-known nonlinear numerical method, such as Newton-raphson method and Dynamic relaxation method. The shape resulting from Force-density method has been dealt with as the initial membrane shape and used patterning procedures.

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현수교 초기장력이 고유주기 산정에 미치는 영향 (Effect of Initial Tension on Natural Periods for a Suspension Bridge)

  • 김호경;이재홍
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2003년도 춘계학술대회논문집
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    • pp.450-454
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    • 2003
  • Natural periods are usually determined by the so-called linearized finite displacement theory even for a suspension bridge. This linearized method, with formulating structural stiffness by taking dead-load tension into consideration, calculates the natural periods of the bridge. As a result, the assumed initial tensions for each cable member may affect the accuracy of calculated natural periods and some other dynamic responses. This paper mainly demonstrates the effect of initially introduced tension accuracy on the evaluation of dynamic characteristics for a suspension bridge.

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궤도(軌道)의 장력(張力)이 콤바인의 주행(走行) 성능(性能)에 미치는 영향(影響) (The Effect of Track Tension on the Tractive Performance of Combine)

  • 박길배;김경욱
    • Journal of Biosystems Engineering
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    • 제17권3호
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    • pp.237-246
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    • 1992
  • This study was conducted to investigate experimentally the effect of track tension on the tractive performance of rice combine. The experiment was carried out at the two in-door soil bins with soil types of loam and sandy loam. The initial track tension was varied by three different values of 0.71, 1.75 and 3.84kN at three different forward velocity settings of 0.17, 0.32 and 0.45m/s, respectively. The data acquisition system was designed and used for the measurement of pull, driving axle torque and its velocity under the test conditions to calculate the tractive efficiency. Results of the study were summarized as follows : 1) The effect of the initial track tension on the tractive efficiency was found being significantly dependent on soil types but not on forward velocities. Therefore, the benifit of adjusting the initial track tension may be obtained when the types of soils on which combines operate are changed. 2) In loam, tractive efficiency decreased with increase in track tension. However, it increased in sandy loam until it reached to a peak value and then decreased with increase in track tension. 3) The maximum tractive efficiency of the tested combine was obtained with an initial track tension of about 1.75kN on sandy loam, and below that on loam at about 5% slippage without being noticeably influenced by the forward velocity.

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초기인장력과 평형형상을 고려한 인장구조물의 동적 특성에 대한 연구 (A Study on the Dynamic Characteristics of Tension Structures according to Initial Tension Forces and Equilibrium Shape)

  • 장동일;김학재
    • 한국강구조학회 논문집
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    • 제10권1호통권34호
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    • pp.73-83
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    • 1998
  • 초기인장력 변화에 따른 구조물의 동적거동은 초기인장력의 감소에 따라 기하학적 비선형성은 증가하고 고차모드의 영향이 지배적이고 phase portrait는 period attractor가 복잡한 양상으로 발생하였으며, 초기인장력의 증가에 따라 비선형 해석결과와 선형 해석결과의 차이는 감소하였고 1차모드가 지배적인 모드로 작용하고 phase portrait는 period attractor가 일정한 영역에서 규칙적으로 발생함을 알 수 있었다. 이와 같은 결과는 Lanczos 모드해석과 같이 모드축소법을 이용하는 비선형 동적해석에서 유용한 정보를 제공할 수 있으며. 현실적으로 비선형 동적해석에 소요되는 시간과 노력이 매우 크다는 것을 감안할 때 초기인장력에 따라 모드축소법에 기여하는 모드를 결정하면 정확한 동적응답을 얻을 수 있다.

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궤도의 초기 장력이 궤도 차량의 견인 성능에 미치는 영향 (Effect of Initial Track Tension on the Tractive Performance of Tracked Vehicles)

  • 김채주;김경욱
    • 한국자동차공학회논문집
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    • 제5권2호
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    • pp.1-12
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    • 1997
  • A computer program was developed to simulate effect of the initial track tension on the tractive performance of tracked vehicles. The performance was evaluated in terms of drawbar pull, motion resistance, tractive coefficient and tractive efficiency. Results of the simulation showed that increase in track tension decreases the sinkage and mean maximum pressure in clay, making the ground pressure distribution more uniform. This tendency became more evident when the number of roadwheels increased. However, such change in MMPs was negligible in firm soils. Motion resistance was also decreased with increase in track tension and the number of roadwheels. Under weak soil conditions, tractive coefficient and efficiency increased generally as the track tension increased for a slip range of 10∼30%. For slippage less than 3∼4%, however, the tractive coefficient decreased with increase in track tension. In general, it was known that increasing track tension improves tractive performance in weak soil conditions. However, high track tension can reduce efficiency due to the increment of internal motion resistance caused by increased track tension.

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초기 인장력을 고려한 파이프계의 자유진동 시뮬레이션 (A Simulation for the Free Vibration of Pipe Systems Considering Initial Tension)

  • 최명진
    • 한국시뮬레이션학회논문지
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    • 제7권2호
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    • pp.105-114
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    • 1998
  • Using finite elements, a simulation is prformed for the pipe systems to investigate free vibrational characteristics, that is natural frequencies, considering the intial tension due to the velocity and the pressure of the inside fluid flow. To confirm the program developed in this study, the results are compared with the results of commercial software ANSYS. When the initial tension is neglected in curved pipes, the natural frequencies are reduced as flow velocity increases, and the rapid decreases of the natural frequencies took place. However, when the initial tension is taken into account, the natural frequencies are not changed with the change of the flow velocity. In free vibrational simulation of pipe systems, it is necessary to calculate the initial state force due to the velocity and the pressure of the fluid flow from the equilibrium first, then the force should be included in the equation of motion of the systems to get more accurate natural frequencies.

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동적이완법에 의한 공기막구조물의 형태탐색과 응력해석 (Shape Finding and Stress Finding for Pneumatic Membrane Structures by Dynamic Relaxation Method)

  • 문창훈;이경수;배종효;최옥훈;한상을
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 1999년도 봄 학술발표회 논문집
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    • pp.268-275
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    • 1999
  • The purpose of this study is to propose the method of determining the initial pneumatic membrane structures surface and stresses and displacements. Tension structure such as pneumatic membrane structures is stabilized by their initial prestress and air pressure. The process to find initial structural overall shape of tension structures produced by initial prestress called shape finding. One of the most important factor for the design of membrane structures is to search initial smooth surface, because unlike steel or concrete building elements which resist loads in bending, all tension structure forces are carried within the surface by membrane stress. The result for initial surface of pneumatic membrane element and maximum displacement in large deformation in analysis is compared with well-known nonlinear numerical method such as Newton-raphson method and dynamic relaxation method

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Simulation of viscous and inviscid rayleigh-taylor instability with surface tension by using MPS

  • Kim, Kyung Sung;Kim, Moo Hyun
    • Ocean Systems Engineering
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    • 제8권2호
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    • pp.167-182
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    • 2018
  • RTI (Rayleigh-Taylor instability) is investigated by a multi-liquid MPS (Moving Particle Semi-implicit) method for both viscous and inviscid flows for various density differences, initial-disturbance amplitudes, viscosities, and surface tensions. The MPS simulation can be continued up to the late stage of high nonlinearity with complicated patterns and its initial developments agree well with the linear theoretical results. According to the relevant linear theory, the difference between inviscid and viscous fluids is the rising velocity at which upward-mushroom-like RTI flow with vortex formation is generated. However, with the developed MPS program, significant differences in both growing patters and developing speeds are observed. Also, more dispersion can be observed in the inviscid case. With larger Atwood (AT) number, stronger RTI flows are developed earlier, as expected, with higher potential-energy differences. With larger initial disturbances, quite different patterns of RTI-development are observed compared to the small-initial-disturbance case. If AT number is small, the surface tension tends to delay and suppress the RTI development when it is sufficiently large. Interestingly, at high AT number, the RTI-suppressions by increased surface tension become less effective.