• 제목/요약/키워드: Periodic Acceleration

검색결과 36건 처리시간 0.021초

HCIB 법을 이용한 변형하는 평판 주위의 3차원 유동해석 (COMPUTATIONS ON FLOW FIELDS AROUND A 3D FLAPPING PLATE USING THE HYBRID CARTESIAN/IMMERSED BOUNDARY METHOD)

  • 신상묵
    • 한국전산유체공학회지
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    • 제12권1호
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    • pp.1-8
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    • 2007
  • A code is developed using the hybrid Cartesian/immersed boundary method and it is applied to simulate flows around a three-dimensional deforming body. A new criterion is suggested to distribute the immersed boundary nodes based on edges crossing a body boundary. Velocities are reconstructed at the immersed boundary nodes using the interpolation along a local normal line to the boundary. Reconstruction of the pressure at the immersed boundary node is avoided using the hybrid staggered/non-staggered grid method. The developed code is validated through comparisons with other experimental and numerical results for the velocity profiles around a circular cylinder under the forced in-line oscillation and the pressure coefficient distribution on a sphere. The code is applied to simulate the flow fields around a plate whose tail is periodically flapping under a translation. The effects of the velocity and acceleration due to the deformation on the periodic shedding of pairs of tip vortices are investigated.

비정상 흐름장의 인공어초 침하특성에 관한 실험적 연구 (A Study of Artificial Reef Subsidence in Unsteady Flow Field)

  • 김헌태
    • 한국해양공학회지
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    • 제15권2호
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    • pp.33-38
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    • 2001
  • The subsidence characteristics of artificial reef (AFR) in the unsteady flow such as tidal flow were investigated. The scour and subsidence characteristics were confirmed in the steady flow field. In a main study, the interaction of "Flow - Sediment Movement - Structure Behavior" and scou $r_sidence mechanism were discussed int he unsteady flow field. AFR subsidence characteristics was discussed with Reynolds number(Re*), Shields number(Sn*), dimensionless acceleration of flow (af/g) and dimensionless time (t/T). Most of all, the continuous AFR subsidence from the scour was occurred by periodic behavior of AFR. This behavior is result from the asymmetric ground, and is influenced by maximum velocity, duration time and direction of flow.ow.

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무한 유체에서 자유 낙하하는 원형 실린더의 2차원 운동에 관한 수치해석 (Numerical Analysis of Two-Dimensional Motion of a Freely Falling Circular Cylinder in an Infinite Fluid)

  • 남궁각;최형권;유정열
    • 대한기계학회논문집B
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    • 제28권6호
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    • pp.713-725
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    • 2004
  • The two-dimensional motion of a freely falling circular cylinder in an infinite fluid is investigated numerically using combined formulation. The effect of vortex shedding on the motion of a freely falling cylinder is clearly seen: as the streamwise velocity of the cylinder increases due to gravity, the periodic vortex shedding induces a periodic motion of the cylinder. This motion in turn affects the flow field, which is manifested by the generation of the angular velocity vector of the cylinder parallel to the cross product of the gravitational acceleration vector and the transverse velocity vector of the cylinder. A correlation of St-Re relationship for a freely falling circular cylinder is drawn from the present results. The Strouhal number for a freely falling circular cylinder is found to be smaller than that for a fixed circular cylinder when the two Reynolds numbers based on the streamwise terminal velocity of a freely failing circular cylinder and the free stream velocity of a fixed one are the same. From "thought experiments", it is shown that the transverse motion of the cylinder plays a crucial role in reducing the Strouhal number and has an effect of reducing the Reynolds number from the viewpoint of the pressure coefficient. The mechanism of this reduction in the Strouhal number is revealed by the fact that the freely falling cylinder experiences a smaller lift force than the fixed one due to the transverse motion resulting in the retardation of the vortex shedding.

Simplified elastic design checks for torsionally balanced and unbalanced low-medium rise buildings in lower seismicity regions

  • Lam, Nelson T.K.;Wilson, John L.;Lumantarna, Elisa
    • Earthquakes and Structures
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    • 제11권5호
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    • pp.741-777
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    • 2016
  • A simplified approach of assessing torsionally balanced (TB) and torsionally unbalanced (TU) low-medium rise buildings of up to 30 m in height is presented in this paper for regions of low-to-moderate seismicity. The Generalised Force Method of Analysis for TB buildings which is illustrated in the early part of the paper involves calculation of the deflection profile of the building in a 2D analysis in order that a capacity diagram can be constructed to intercept with the acceleration-displacement response spectrum diagram representing seismic actions. This approach of calculation on the planar model of a building which involves applying lateral forces to the building (waiving away the need of a dynamic analysis and yet obtaining similar results) has been adapted for determining the deflection behaviour of a TU building in the later part of the paper. Another key original contribution to knowledge is taking into account the strong dependence of the torsional response behaviour of the building on the periodic properties of the applied excitations in relation to the natural periods of vibration of the building. Many of the trends presented are not reflected in provisions of major codes of practices for the seismic design of buildings. The deflection behaviour of the building in response to displacement controlled (DC) excitations is in stark contrast to behaviour in acceleration controlled (AC), or velocity controlled (VC), conditions, and is much easier to generalise. Although DC conditions are rare with buildings not exceeding 30 m in height displacement estimates based on such conditions can be taken as upper bound estimates in order that a conservative prediction of the displacement profile at the edge of a TU building can be obtained conveniently by the use of a constant amplification factor to scale results from planar analysis.

1g 진동대를 이용한 쇄석말뚝으로 개량된 연약점토 지반의 지진 응답 특성 (Seismic Response of Stone Column-Improved Soft Clay Deposit by Using 1g Shaking Table)

  • 김진만;이현진;류정호
    • 한국지반공학회논문집
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    • 제26권12호
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    • pp.61-70
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    • 2010
  • 해안매립지와 같은 연약한 점토지반에 시공된 쇄석말뚝의 내진성능 평가를 위해 1g 진동대 실험을 수행하였다. 개량전 후 지반의 동적응답특성을 비교하기 위해 가속도 증폭 및 시간에 따른 전단변형, 전단파 속도 등을 평가하였다. 실험 결과, 쇄석말뚝으로 개량된 지반의 전단변형은 개량되지 않은 지반에 비해 감소되는 경향을 보이나, 단주기 지진파에는 더 높은 수준의 지반 가속도 증폭이 발생되는 것으로 나타났다. 따라서 쇄석말뚝으로 개량된 지반의 내진성능 향상여부는 모형실험과 함께 지반응답해석 등의 수행하여 평가되어야 한다고 판단된다.

Continous rail absorber design using decay rate calculation in FEM

  • Molatefi, Habibollah;Izadbakhsh, Soroush
    • Structural Engineering and Mechanics
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    • 제48권4호
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    • pp.455-466
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    • 2013
  • In recent years, many countries have added railway noise to the issues covered by noise regulations. It is known that the rail is the dominant source of rolling noise at frequency range of 500Hz-2000Hz for the conventional speeds (<160km/h). One of the effective ways to reduce noise from railway track is using a rail vibration absorber. To study the acoustic performance of rail absorber, the decay rates of vibration have long been used by researcher. In this paper, A FE model of a periodic supported rail with infinite element in ABAQUS is developed to study the acoustic performance of the rail absorber. To compute the decay rates, acceleration responses along the rail transferred to MATLAB to obtain response levels in frequency domain and then by processing the response levels, the decay rates obtained for each1/3octav band. Continous rail absorber is represented by a steel layer and an elastomer layer. The decay rates for conventional rail and rail with one-side absorber and also, the rail with two side absorber are obtained and compared. Then, to improve the system of rail absorber, a steel plate with elastomer layer is added to bottom of the rail foot. The vertical decay rate results show that the decay rate of rail vibration along the track is significantly increased around the tuned frequency of the absorber and thus the rail vibration energy is substantially reduced in the corresponding frequency region and also effective in rail noise reduction.

오리피스 링이 부착된 원관내 주기적인 난류운동에 대한 수치해석 (Numerical Study of Periodic Turbulent Flow for a Pipe with an Orifice Ring)

  • 맹주성;양시영;서현철
    • 대한기계학회논문집
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    • 제17권9호
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    • pp.2294-2303
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    • 1993
  • This paper investigated the characteristics of the turbulent incompressible flow past the orifice ring in an axi-symmetric pipe. The flow field was the turbulent pulsatile flow for Reynolds number of $2{\times}10^{5}$ which was defined based on the maximum velocity and the pipe diameter at the inlet, with oscillating frequence $(f_{os})=1/4{\pi}$ which was considered as quasi-steady state frequence. In the present investigation, finite analytic method was used to solve the governing equations in Navier Stokes and turbulent transport formulations. Particularly at high Reynolds number and low oscillation frequency, the effects of orifice ring on the flow were numerically investigated. The separation zone behind the orifice ring during the acceleration phase was found to be decreased. However, during the deceleration phase, the separation behind the orifice ring for pulsatile flow continuously grow to a size even larger than that in steady flow. The pressure drop in steady flow was found to be constant and always positive while for pulsatile flow the pressure drop change with time. And large turbulent kinetic energy, dissipation rate were found to be located in the region where the flow passes through the orifics ring. The maximum turbulent kinetic energy, generally occurs along the shear layer where the velocity gradient is large.

가속도계를 이용한 파고 알고리즘 개선에 관한 연구 (A Study on Improvement of Wave Height Algorithm using Accelerometer)

  • 정동근;임명재;이준택
    • 한국인터넷방송통신학회논문지
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    • 제14권6호
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    • pp.215-220
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    • 2014
  • 파고 부이에 설치된 가속도센서를 통해 가속도 값을 측정하고, 이를 통해 파고를 계산하는 알고리즘은 대부분 측정된 가속도값의 이중적분을 취하여 구하고 있다. 이와 같은 적분과정은 오차의 누적을 수반하게 되며, 오차의 누적은, 자칫 오측정 및 시스템의 불안정으로 이어질 수 있다. 한편, 해수면의 물입자 운동은 주기적이며 타원운동을 하고 있다는 사실이 잘 알려져 있다. 이러한 사실로 부터, 선형적 관계를 이용하여 타원 운동식을 직접 계산할 수 있으며, 이에 대한 최소값을 구함으로써 파고를 얻을 수 있게 된다. 본 연구는, 이중 적분 과정을 통해 수반되는 오차누적의 영향을 최소화하는 방법으로서 선형적 관계의 이용가능성을 확보하고자 하는데 그 목적이 있다.

過大, 過小應力下에서의 疲勞크랙發생 傳播擧動 (II) - 탄소동재의 내부크랙을 중심으로- (Behavior of Initiation and Propagation of Fatigue Crack under Periodic Overstressing(II) - About the Inside Crack of the Caron Steel-)

  • 송삼홍;원시태
    • 대한기계학회논문집
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    • 제10권2호
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    • pp.188-197
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    • 1986
  • 본 연구에서는 응력이 변동되는 경우 내부크랙 전파특성을 중심으로 내부크랙 전파거동을 표면크랙 전파거동과 비교 검토하였다.

Cell Adhesion and Growth on Nanostructured Surface

  • Yoon, Seo Young;Park, Yi-Seul;Choi, Sung-Eun;Jung, Da Hee;Lee, Jin Seok
    • 한국진공학회:학술대회논문집
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    • 한국진공학회 2013년도 제45회 하계 정기학술대회 초록집
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    • pp.93-93
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    • 2013
  • To make the rationale design of interface between cell and artificial surface, many studies have been controlled influencing cue which can typically be divided into two central categories: chemical cues based on modification surface chemical properties containing attractive/repulsive molecules, and physical cues that may include applied tension/stress, electrical polarization, magnetic field, and topography. Recently, researches have been focused on physical cue, especially topography. The surface topography may influence cellular responses for example, cell adhesion, cell morphology and gene expression. However, there were few systematic studies about these nanotopographical effects on neuronal developments in a feature size-dependent manner. Herein, we report a nanoscale-resolved study of nanotopographical effects on cellular adhesion and growth. In this study, we use substrates with packed glass beads by rubbing method for generating highly periodic nanotopographies with various sizes. We found that acceleration of neuritogenesis appeared only on the beads larger than 200 nm in diameter, and observed that filopodial thickness was comparable with this scale. This study is expected to be essential to elucidate the nanotopographical effect on cellular adhesion and growth.

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