• 제목/요약/키워드: plate equation

검색결과 804건 처리시간 0.03초

LIF 공초점 현미경을 이용한 Y-채널 마이크로믹서의 혼합 효율 평가 (Mixing Efficiency Evaluation in Y-channel Micromixer Using LIF Confocal Microscope)

  • 김경목;신용수;안유민;이도형
    • 대한기계학회논문집B
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    • 제31권2호
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    • pp.159-166
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    • 2007
  • Mixing between two or more reagents is one of important processes in biochemical microfluidics. In efficient micromixer design, it is essential to analyze flow pattern and evaluate mixing efficiency with good precision. In this work, mixing efficiency for Y-channel micromixer is measured by fluorescence intensity using LIF(Laser Induced Fluorescence) Confocal Microscope. The Y-channel micromixers are fabricated with polydimethylsiloxane(PDMS) and those are bonded to glass plate through Plasma bonding. Nile Blue A is injected into the micromixer as a fluorescence dye for measuring of fluorescence intensity by He/Ne laser. For visualization of the flow pattern, dynamic image capturing is carried out using CAM scope. For the comparison with computer simulation, modified SIMPLE algorithm for incompressible flow equation is solved for the same geometry as in the experiment. Throughout the experiments and computer simulation, accurate mixing efficiency evaluation process for a PDMS Y-channel micromixer is established.

지반-골조구조물 상호작용계의 3차원 정.동적 해석 (3-Dimensional Static and Dynamic Analysis of Soil-Framework Interaction System)

  • 서상근;장병순
    • 전산구조공학
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    • 제10권2호
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    • pp.243-254
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    • 1997
  • 기초 지반상에 존재하는 3차원 골조구조물에 진동을 유발시키는 기계하중, 풍하중, 지진과 같은 동적 하중이 작용한다면, 지반-골조구조물 상호작용계의 동적거동을 해석하여야한다. 따라서, 본 연구에서는 실제 구조물에 근접한 기하학적 형상으로 이상화 시키기 위해, 슬래브와 기초판은 유연성을 갖는 4-절점 판요소, 보.기둥은 2-절점 보요소, 탄성지반은 8-절점 입체요소를 사용하여 유한요소법으로 3차원 상호작용계를 해석하였다. 본 연구의 목적은 지반-골조구조물 상호작용계의 동적 거동을 해석하기 위해, 동적 운동 방정식을 정리한 후 유한요소 프로그램으로 상호작용계의 동적 거동을 해석하는 것이다.

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Control of free vibration with piezoelectric materials: Finite element modeling based on Timoshenko beam theory

  • Song, Myung-Kwan;Noh, Hyuk-Chun;Kim, Sun-Hoon;Han, In-Seon
    • Structural Engineering and Mechanics
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    • 제19권5호
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    • pp.477-501
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    • 2005
  • In this study, a new smart beam finite element is proposed for the finite element modeling of beam-type smart structures that are equipped with bonded plate-type piezoelectric sensors and actuators. Constitutive equations for the direct piezoelectric effect and converse piezoelectric effect of piezoelectric materials are considered in the formulation. By using a variational principle, the equations of motion for the smart beam finite element are derived. The proposed 2-node beam finite element is an isoparametric element based on Timoshenko beam theory. The proposed smart beam finite element is applied to the free vibration control adopting a constant gain feedback scheme. The electrical force vector, which is obtained in deriving an equation of motion, is the control force equivalent to that in existing literature. Validity of the proposed element is shown through comparing the analytical results of the verification examples with those of other previous researchers. With the use of smart beam finite elements, simulation of free vibration control is demonstrated by sensing the voltage of the piezoelectric sensors and by applying the voltages to the piezoelectric actuators.

Column design of cold-formed stainless steel slender circular hollow sections

  • Young, Ben;Ellobody, Ehab
    • Steel and Composite Structures
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    • 제6권4호
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    • pp.285-302
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    • 2006
  • This paper describes the design and behaviour of cold-formed stainless steel slender circular hollow section columns. The columns were compressed between fixed ends at different column lengths. The investigation focused on large diameter-to-plate thickness (D/t) ratio ranged from 100 to 200. An accurate finite element model has been developed. The initial local and overall geometric imperfections have been included in the finite element model. The material nonlinearity of the cold-formed stainless steel sections was incorporated in the model. The column strengths, load-shortening curves as well as failure modes were predicted using the finite element model. The nonlinear finite element model was verified against test results. An extensive parametric study was carried out to study the effects of cross-section geometries on the strength and behaviour of stainless steel slender circular hollow section columns with large D/t ratio. The column strengths predicted from the parametric study were compared with the design strengths calculated using the American Specification, Australian/New Zealand Standard and European Code for cold-formed stainless steel structures. It is shown that the design strengths obtained using the Australian/New Zealand and European specifications are generally unconservative for the cold-formed stainless steel slender circular hollow section columns, while the American Specification is generally quite conservative. Therefore, design equation was proposed in this study.

장방형 역유동층의 동력학적 특성 (Hydrodynamic Characteristics in a Hexagonal Inverse Fluidized Bed)

  • 박영식;안갑환
    • 한국환경과학회지
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    • 제5권1호
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    • pp.93-102
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    • 1996
  • Hydrodynamic characteristics such as gas holdup, liquid circulation velocity and bed expansion in a hexagonal inverse fluidized bed were investigated using air-water system by changing the ratio ($A_d$/$A_r$) of cross-sectional area between the riser and the downcomer, the liquid level($H_1$/H), and the superficial gas velocity($U_g$). The gas holdup and the liquid circulation velocity were steadily increased with the superficial gas velocity increasing, but at high superficial gas velocity, some of gas bubbles were carried over to a downcomer and circulated through the column. When the superficial gas velocity was high, the $A_d$/$A_r$ ratio in the range of 1 to 2.4 did not affect the liquid circulation velocity, but the maximum bed expansion was obtained at $A_d$/$A_r$ ratio of 1.25. The liquid circulation velocity was expressed as a model equation below with variables of the cross-sectional area ratio($A_d$/$A_r$) between riser to downcomer, the liquid level($H_1$/H), the superficial gas velocity($U_g$), the sparser height[(H-$H_s$)/H], and the draft Plate level($H_b$/H). $U_{ld}$ = 11.62U_g^{0.75}$${(\frac{H_1}{H})}^{10.30}$${(\frac{A_d}{A_r})}^{-0.52}$${(\frac({H-H_s}{H})}^{0.91}$${(\frac{H_b}{H})}^{0.13}$

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차륜과 철로의 연성진동에 관한 연구 (A study on the coupled vibration of train wheel and rail)

  • 김광식;김찬묵;윤희욱
    • 대한기계학회논문집
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    • 제13권3호
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    • pp.385-396
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    • 1989
  • 본 논문에서는 차륜과 레일의 접촉부에서 발생하는 크리프힘과 크리프모멘트 를 결합시키고 이들이 병진스프링과 비틀림스프핑에 의해서 연성되었을때 생기는 고유진동수의 특성을 차륜과 레일의 직교성을 이용하여 수치해석하고 모델실험을 통하여 연구하였다.

스크롤 컴프레서 팁실의 마찰특성 (Friction Characteristics of the Tip Seal in a Scroll Compressor)

  • 정봉수
    • Tribology and Lubricants
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    • 제30권6호
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    • pp.370-377
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    • 2014
  • The basic elements in a rotary-type scroll compressor are two identical spiral scrolls containing refrigerant gas. The pressure variations in the compression pockets of a scroll compressor change the forces acting on the orbiting scroll, and these forces affect the dynamic behavior of the compression mechanism parts. To achieve high efficiency, using a self-sealing mechanism as a tip seal mechanism is very effective. Tip seals, which are placed on top of the scroll wraps, accomplish thrust sealing. This study calculates the friction force between the tip seal and the side plate of a scroll compressor using the numerical model considered in the Reynolds equation. The calculated friction force is verified by an experiment using a pin-on-disk apparatus. A hydraulic servo valve that controls the pressure of the oil hydraulic cylinder applies the normal load for the test, and a DC servo motor controls the sliding velocity of the disk. The friction force and normal load are measured by the force sensors attached to the supporting parts. The results show that the theoretical and experimental results are similar and that the friction is influenced by the viscosity of the oil and the sliding velocity of the scroll.

임의의 방향 점가진력에 의한 연성 평판 진동의 파워흐름해석 (Power Flow Analysis of Vibration of Coupled Plates Excited by a Point Force In an Arbitrary Direction)

  • 최재성;길현권;홍석윤
    • 한국소음진동공학회논문집
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    • 제11권6호
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    • pp.181-192
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    • 2001
  • The power flow analysis (PFA) has been performed to analyze the vibration of coupled plates excited by a point force in an arbitrary direction. The point force generates the out-of-plane vibration associated wish flexural waves and the in-plane vibration associated with longitudinal and shear waves. The energy governing equation for each type of waves was introduced and solved to Predict the vibrational energy density and intensity generated by the out-of-plane and in-plane components of the point force in an arbitrary direction. The wave transmission approach was used to consider the mode conversion at the joint of the coupled plates. Numerical results for vibrational energy density and intensity on the coupled plates were presented. Comparison of the results by PFA with exact results showed that PFA can be an effective tool to predict the spatial variation of the vibrational energy and intensity on the coupled plates at high frequencies.

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평판 강혼 주조용 연주기의 Slip Force 거동에 대하여 (Behavior of Slip Force in Continuous Flate Casting)

  • Si Young Kim
    • 수산해양기술연구
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    • 제17권2호
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    • pp.85-91
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    • 1981
  • 평판 강괴를 연속적으로 주조할 경우에 초기주조 상태에서 Mold 내부의 Support bar 및 용강자중, 주조속도, 용강두께, 이를 지지하는 제어 Roller, 유압기구, 구동 Motor, 그리고 주조조직의 응고 등이 용강의 인발력을 유도하는 Pinch Roller와의 사이에서 동력학적 부평형을 일으켜 Slip 현상을 초래하므로 본 논문에서는 이상의 제요인들을 근거로 Slip 현상을 규명하는 식을 유도하고 강괴의 주조속도, 비중량, 두께의 변화에 대한 Slip Force 거동을 규명하였다. 그 결과 1. 본 논문의 해석식에 의하여 평판강괴 연속주조용 Pinch Roller의 적정압을 설계할 수 있다. 2. 비중량은 순수히 자중만 증가시키는 요인이며 Slip Force는 주조속도변화에 대해서 포물선적으로 증가한다. 3. 주조두께 및 비중량의 변화에 대한 Slip Force는 이에 비례하여 증가하나 특히 두께의 값이 소폭보다 대폭에서 그 변화 값이 크게 나타났다.

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Experimental shear strength evaluation of perfobond shear connector with various hole shapes

  • Zheng, Shuangjie;Zhao, Chen;Liu, Yuqing
    • Structural Engineering and Mechanics
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    • 제67권2호
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    • pp.131-142
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    • 2018
  • The perfobond connector, composed of a steel plate with a number of holes, serves as a certain type of shear connector in steel and concrete composite structures. Depending on limits in hole distances and rib heights, various hole shapes including circular-hole and long-hole are alternatives for perfobond connectors. This study presented the results of tests performed on 72 push-out specimens with perfobond connectors. The purpose was to evaluate the shear strength of perfobond connectors with circular-hole and long-hole. The effects of various parameters were investigated, including the hole diameter, the hole length, the hole height, the concrete strength, the existence, diameter and strength of rebar in the hole, the thickness, height and distance of perfobond ribs, and the thickness of concrete slabs. On the basis of 132 push-out test results in references and in this study, an analytical model was proposed by regression analysis to predict the shear strength of perfobond connectors. The proposed equation agreed reasonably well with the experimental results of perfobond connectors with different hole shapes.