• 제목/요약/키워드: oscillatory

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규칙파동장하 잠제 주변지반의 동적거동에 관한 수치해석 (Regular Waves-induced Seabed Dynamic Responses around Submerged Breakwater)

  • 이광호;류흥원;김동욱;김도삼;김태형
    • 한국해안·해양공학회논문집
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    • 제28권3호
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    • pp.132-145
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    • 2016
  • 잠제와 같은 중력식구조물 하부 해저지반에 고파랑이 장시간 작용하는 경우 토립자 내 간극의 체적변화를 일으키는 과정에서 과잉간극수압이 크게 발생될 수 있고, 이에 따른 유효응력의 감소에 의하여 구조물 근방 및 하부의 해저지반에 액상화가 발생될 수 있다. 지반액상화가 발생 및 발달되면 종국적으로 구조물이 파괴될 가능성이 높아진다. 본 연구에서는 2차원수치파동수로를 불규칙파동장으로 확장한 수치해석법과 유한요소법에 기초한 탄 소성지반응답용 수치해석프로그램을 적용하여 규칙파동장 하에서 잠제의 변위, 그리고 해저지반 내에서 간극수압(진동성분과 잔류성분), 간극수압비 등과 같은 지반거동의 시 공간변화로부터 액상화 가능성을 정량적으로 평가한다.

파랑에 의한 방파제 케이슨 침하 경향 및 원인 분석: 침하 계측자료를 중심으로 (Characteristics and Causes of Wave-Induced Settlement in Caisson Breakwater: Focusing on Settlement Data)

  • 김태형;남정만;김인석;윤성규
    • 한국지반공학회논문집
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    • 제30권7호
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    • pp.27-40
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    • 2014
  • 지금까지의 방파제 침하와 관련된 연구는 주로 해석위주의 수치모형실험 또는 축소모형을 이용한 실내수조모형실험을 통해 이루어졌다. 현재까지 실제 방파제 구조물에서 계측된 침하를 이용한 연구는 이루어지 않았다. 본 연구에서는 실제 케이슨 방파제에서 장기간 계측된 침하 자료를 분석해 정성적인 측면에서 파동에 의한 케이슨의(하부지반 포함)침하 경향과 그 원인을 분석하였다. 분석 결과, 케이슨 침하에 파랑의 영향이 있음을 분명하게 확인할 수 있었다. 특히 태풍과 같은 고파랑 조건에서는 그 경향이 뚜렷하게 나타났다. 케이슨 침하는 파랑에 의한 해저지반에서의 진동과잉간극수압과 잔류과잉간극수압의 합으로 표현되는 과잉간극수압의 증가에 의한 지반의 액상화와 축적된 과잉간극수압의 소산에 따른 지반의 고밀도화 과정을 통해 발생된다. 케이슨 하부 지반의 과잉간극수압 거동은 전적으로 케이슨 거동에 지배된다. 고밀화과정을 경험한 지반은 동급의 또는 그 보다 작은 파랑 조건에서는 액상화 발생 가능성이 현저하게 줄어들어 결과적으로 침하 발생도 감소된다.

불규칙파동장하 잠제 주변지반의 동적거동에 관한 수치해석 (Irregular Waves-Induced Seabed Dynamic Responses around Submerged Breakwater)

  • 이광호;류흥원;김동욱;김도삼;김태형
    • 한국해안·해양공학회논문집
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    • 제28권4호
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    • pp.177-190
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    • 2016
  • 잠제와 같은 중력식구조물 하부 해저지반에 고파랑이 장시간 작용하는 경우 토립자내 간극의 체적변화를 일으키는 과정에서 과잉간극수압이 크게 발생될 수 있고, 이에 따른 유효응력의 감소에 의하여 구조물 근방 및 하부의 해저지반에 액상화가 발생될 수 있다. 지반액상화가 발생 및 발달되면 종국적으로 구조물이 파괴될 가능성이 높아진다. 이에 대하여 Lee et al.(2016)은 규칙파를 대상으로 검토하였고, 여기서는 불규칙파랑을 대상으로 규칙파 해석에서 적용된 동일한 수치해석법을 적용하여 불규칙파동장하에서 잠제의 동적변위, 그리고 해저지반내에서 간극수압(진동성분과 잔류성분), 간극수압비 등과 같은 지반거동의 시 공간변화를 규칙파의 경우와 대비하면서 액상화 가능성을 정량적으로 평가한다. 이로부터 한정된 본 계산결과이지만 잠제하의 해저지반내에서 액상화 평가시 불규칙파의 유의파에 해당하는 파랑조건을 규칙파로 해석하는 것이 더욱 안정적인 설계로 된다는 등의 중요한 결과를 도출할 수 있었다.

Rhythmic Gene Expression in Somite Formation and Neural Development

  • Kageyama, Ryoichiro;Niwa, Yasutaka;Shimojo, Hiromi
    • Molecules and Cells
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    • 제27권5호
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    • pp.497-502
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    • 2009
  • In mouse embryos, somite formation occurs every two hours, and this periodic event is regulated by a biological clock called the segmentation clock, which involves cyclic expression of the basic helix-loop-helix gene Hes7. Hes7 expression oscillates by negative feedback and is cooperatively regulated by Fgf and Notch signaling. Both loss of expression and sustained expression of Hes7 result in severe somite fusion, suggesting that Hes7 oscillation is required for proper somite segmentation. Expression of a related gene, Hes1, also oscillates by negative feedback with a period of about two hours in many cell types such as neural progenitor cells. Hes1 is required for maintenance of neural progenitor cells, but persistent Hes1 expression inhibits proliferation and differentiation of these cells, suggesting that Hes1 oscillation is required for their proper activities. Hes1 oscillation regulates cyclic expression of the proneural gene Neurogenin2 (Ngn2) and the Notch ligand Delta1, which in turn lead to maintenance of neural progenitor cells by mutual activation of Notch signaling. Taken together, these results suggest that oscillatory expression with short periods (ultradian oscillation) plays an important role in many biological events.

Level Set 법을 이용한 삼차원 이상유동 해석에 관한 연구 (A THREE DIMENSIONAL LEVEL SET METHOD FOR TWO PHASE FLOWS)

  • 강동진;이벨리나이바노바이바노바
    • 한국전산유체공학회지
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    • 제13권4호
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    • pp.126-134
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    • 2008
  • We developed a three dimensional Navier-Stokes code based on the level set method to simulate two phase flows with high density ratio. The Navier-Stokes equations with consideration of the surface tension effects are solved by using SIMPLE algorithm on a non-staggered grid. The present code is validated by simulating two test problems. First one is to simulate a rising bubble inside a cube. The thickness of the interface of the bubble is shown to affect the pressure distribution around the interface. As the thickness decreases, the pressure field around the interface becomes more oscillatory. As the bubble rises, a ring vortex is shown to form around the interface and the bubble eventually develops into an ellipsoidal shape. Merge of two bubbles inside a container is secondly tested to show the robustness of the present code for two phase flow simulation. Numerical results show stable and reliable behavior during the process of merging of two bubbles. The velocity and pressure fields around the interface of bubbles are shown oscillation free during the merging of two bubbles.

pH 진동계 안에서 pH 감응성 자기진동 IPN 하이드로젤의 합성과 분석 (Synthesis and Characterization of pH-sensitive and Self-oscillating IPN Hydrogel in a pH Oscillator)

  • Wang, Liping;Ren, Jie;Zhang, Xiaoyan;Yang, Xiaoci;Yang, Wu
    • 폴리머
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    • 제39권3호
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    • pp.359-364
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    • 2015
  • A self-oscillating interpenetrating polymer network (IPN) poly(acrylic acid)/poly(ethylene glycol) (PAA/PEG) hydrogel was prepared by using radical polymerization with a two-step method. The IPN hydrogel was characterized by FTIR spectroscopy and morphological analysis. The results indicated that the chains of PEG and PAA twined to form porous structure which is beneficial to water molecules entering inside of the hydrogel. In addition, the pH-responsive behavior, salt sensitivity, swelling/de-swelling oscillatory behaviors and self-oscillation in a closed pH oscillator were also studied. The results showed that the prepared hydrogel exhibited pH-sensitivity, good swelling/de-swelling reversibility and excellent salt sensitivity. The self-oscillating behavior of swelling/de-swelling for the prepared hydrogel was caused by pH alteration coupled with the external media. This study may create a new possibility as biomaterial including new self-walking actuators and other related devices.

Flexure Analysis of Inertial Navigation Systems

  • Kim, Kwang-Jin;Park, Chan-Gook;Park, Jai-Yong
    • 제어로봇시스템학회:학술대회논문집
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    • 제어로봇시스템학회 2004년도 ICCAS
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    • pp.1958-1961
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    • 2004
  • Ring Laser Gyroscopes used as navigational sensors inherently experience a lock-in region, where very low rotational rates are not measurable. Most RLG manufacturers use a mechanical dither motor that applies a small oscillatory rotational motion larger than this region to resolve this problem. Any input acceleration that bends this dithering axis causes flexure error, which is a noncommutative error that can not be compensated by simply using integrated gyro sensor output. This paper introduces noncommutative error equations that define attitude errors caused by flexure errors. In this paper, flexure error is classified as sensor level error if the sensing axis coincides with the dithering axis and as system level error if the two axes do not coincide. The relationship between gyro output and the rotation vector is introduced and is used to define the coordinate transformation matrix and angular motion. Equations are derived for both sensor level and system level flexure error analysis. These equations show that RLG based INS attitude error caused by flexure is directly proportional to time, amount of input acceleration and the dynamic frequency of the vehicle.

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Dynamic response of functionally graded annular/circular plate in contact with bounded fluid under harmonic load

  • Yousefzadeh, Sh.;Jafari, A.A.;Mohammadzadeh, A.;Najafi, M.
    • Structural Engineering and Mechanics
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    • 제65권5호
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    • pp.523-533
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    • 2018
  • In this study, the dynamic response of a functionally graded material (FGM) circular plate in contact with incompressible fluid under the harmonic load is investigated. Analysis of the plate is based on First-order Shear Deformation Plate Theory (FSDT). The governing equation of the oscillatory behavior of the fluid is obtained by solving Laplace equation and satisfying its boundary conditions. A new set of admissible functions, which satisfy both geometrical and natural boundary conditions, are developed for the free vibration analysis of moderately thick circular plate. The Chebyshev-Ritz Method is employed together with this set of admissible functions to determine the vibrational behaviors. The modal superposition approach is used to determine the dynamic response of the plate exposed to harmonic loading. Numerical results of the force vibrations and the effects of the different geometrical parameters on the dynamic response of the plate are investigated. Finally, the results of this research in the limit case are compared and validated with the results of other researches and finite element model (FEM).

A MASS LUMPING AND DISTRIBUTING FINITE ELEMENT ALGORITHM FOR MODELING FLOW IN VARIABLY SATURATED POROUS MEDIA

  • ISLAM, M.S.
    • Journal of the Korean Society for Industrial and Applied Mathematics
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    • 제20권3호
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    • pp.243-259
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    • 2016
  • The Richards equation for water movement in unsaturated soil is highly nonlinear partial differential equations which are not solvable analytically unless unrealistic and oversimplifying assumptions are made regarding the attributes, dynamics, and properties of the physical systems. Therefore, conventionally, numerical solutions are the only feasible procedures to model flow in partially saturated porous media. The standard Finite element numerical technique is usually coupled with an Euler time discretizations scheme. Except for the fully explicit forward method, any other Euler time-marching algorithm generates nonlinear algebraic equations which should be solved using iterative procedures such as Newton and Picard iterations. In this study, lumped mass and distributed mass in the frame of Picard and Newton iterative techniques were evaluated to determine the most efficient method to solve the Richards equation with finite element model. The accuracy and computational efficiency of the scheme and of the Picard and Newton models are assessed for three test problems simulating one-dimensional flow processes in unsaturated porous media. Results demonstrated that, the conventional mass distributed finite element method suffers from numerical oscillations at the wetting front, especially for very dry initial conditions. Even though small mesh sizes are applied for all the test problems, it is shown that the traditional mass-distributed scheme can still generate an incorrect response due to the highly nonlinear properties of water flow in unsaturated soil and cause numerical oscillation. On the other hand, non oscillatory solutions are obtained and non-physics solutions for these problems are evaded by using the mass-lumped finite element method.

Assessment of Tip Shape Effect on Rotor Aerodynamic Performance in Hover

  • Hwang, Je Young;Kwon, Oh Joon
    • International Journal of Aeronautical and Space Sciences
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    • 제16권2호
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    • pp.295-310
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    • 2015
  • In the present study, an unstructured mixed mesh flow solver was used to conduct a numerical prediction of the aerodynamic performance of the S-76 rotor in hover. For the present mixed mesh methodology, the near-body flow domain was modeled by using body-fitted prismatic/tetrahedral cells while Cartesian mesh cells were filled in the off-body region. A high-order accurate weighted essentially non-oscillatory (WENO) scheme was employed to better resolve the flow characteristics in the off-body flow region. An overset mesh technique was adopted to transfer the flow variables between the two different mesh regions, and computations were carried out for three different blade configurations including swept-taper, rectangular, and swept-taper-anhedral tip shapes. The results of the simulation were compared against experimental data, and the computations were also made to investigate the effect of the blade tip Mach number. The detailed flow characteristics were also examined, including the tip-vortex trajectory, vortex core size, and first-passing tip vortex position that depended on the tip shape.