• Title/Summary/Keyword: Scale-downed model

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A study on experiment methods and effectiveness of the current collection study using the speed scale-downed catenary-pantograph model (속도 축척 모형 실험 방법을 통한 집전계 성능 분석 연구의 실험 방법 및 효용성에 대한 연구)

  • Park, Sa-Hoon;Kwon, Sam-Young
    • Proceedings of the KSR Conference
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    • 2008.06a
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    • pp.874-882
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    • 2008
  • To test the current collection characteristics between overhead contact lines and pantograph in a real speed scale costs too much, therefore, it is very difficult to be realized especially in a high speed region. As a alternative, the speed scale-downed tests is proposed. In this paper, the experimental methodology and effectiveness of the speed scale-downed tests are discussed through the dynamic simulation evaluations. To get a more precise test results to the real speed scale test in the 1/2 and 1/4 speed scale-downed tests, various experimental conditions are discussed. Throughout the simulation in a various conditions the effectiveness are evaluated.

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Performance Evaluation of Tuned Liquid Mass Damper for Reducing Bi-directional Responses of a Building Structure (건축구조물의 2방향 진동제어를 위한 TLMD 제어성능평가)

  • Heo, Jae-Sung;Lee, Sung-Kyung;Park, Eun-Churn;Lee, Sang-Hyun;Kim, Hong-Jin;Jo, Ji-Seong;Cho, Bong-Ho;Min, Kyung-Won
    • Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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    • 2008.04a
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    • pp.432-441
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    • 2008
  • In this study, the control performance of a Tuned Liquid Mass Damper(TLMD) manufactured to reduce the orthogonal bi-directional responses of building structures was experimentally evaluated. the TLMD using only one control device reduce bi-directional responses of building structures by making the TLMD behave as TMD and TLCD to the strong and weak axial direction of building structures. first, the control performance was evaluated by forcing sinusoidal waves to a test model that the TLMD is installed on the scale-downed building structure. Second, the real-time hybrid shaking table test was performed to evaluate the performance of the vibration control system made up of numerical part as a scale-downed building structural model and a physical experimental part as a TLMD. the superiority of bi-directional vibration control performance of the manufactured TLMD was verified by comparing the uncontrolled and controlled results of these tests.

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Three OOP Haptic Simulator for a Needle Biopsy (3자유도 힘반향 장치를 이용한 침생검 햅틱 시뮬레이터)

  • 권동수;경기욱;감홍식;박현욱;나종범
    • 제어로봇시스템학회:학술대회논문집
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    • 2000.10a
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    • pp.539-539
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    • 2000
  • This paper shows how to implement force reflection for a needle insertion problem. The target is a needle spine biopsy simulator for tumor inspection by needle insertion. Simulated force is calculated from the relationship of volume graphic data and the orientation and Position of the needle, and it is generated using PHANTOM$^{TM}$. To generate realistic force reflection, the directional force of the needle has been generated by tissue model. The other rotational force is generated using a pivot to keep the needle in the initial inserted direction after puncturing the skin. Since the used haptic device has limitation for generating high stiffness and large damping, scale downed model and digital filter are used to stabilize the system.m.

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Optimum Design of Surface Aerator Using Response Surface Method (반응표면 기법을 이용한 생물반응조 표면포기기 최적설계)

  • Yoon, Jong-Hwan
    • Journal of the Korean Society of Visualization
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    • v.7 no.2
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    • pp.47-55
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    • 2010
  • In this study, we optimized the shape of the surface aerator that will be installed in a biological reactor using the response surface method. Response surfaces of mass flow rate, impeller torque, mass flow rate per impeller torque are generated and used to track the optimum shape of the aerator. MOGA(Multi-Objective Genetic Algorithm)method is adopted to find the optimum results. By increasing the mass flow rate per impeller torque, increase of oxygen supply efficiency to a reactor is anticipated. To verify the usability of the surface aerator, PIV measurements on flow fields inside a scale-downed biological reactor model are carried out.

A Study on the Characteristics of Bridge Bearings Behavior by Finite Element Analysis and Model Test (유한요소 해석과 모형실험을 통한 교량받침의 거동특성 연구)

  • Lee, Jae-Uk;Jung, Hie-Young;Oh, Ju;Park, Jin-Young;Kim, See-Dong
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.18 no.5
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    • pp.96-106
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    • 2014
  • The increased vibration level of the railway bridge could make significant noise and, also, cause structural damages such as fatigue cracks. Related to these subjects, a spherical elastomeric bridge bearing, which is layered by hemispherical rubber and steel plates, was investigated in terms of its vibration performance. Several different shape factors could be considered by changing the curvature of hemispherical surface and size in rubber and steel plate thicknesses in the manufacturing stage. The performance of the spherical elastomeric bearing for the reduction in vibration was compared with that of the conventional bearing by performing vibration experiments on a scale-downed model. The rubber material characteristics and spherical shape are found to be important parameters in reducing the bridge vibration.

Analisys on Freezing Characteristics of Pavement Layer Using the Feild Pavement Model test (현장 모형 도로 축소 실험을 이용한 포장구성층의 동결 특성 분석)

  • Shin, Eun-Chul;Ryu, Byung-Hyun;Moon, Yong-Soo;Park, Jeong-Jun
    • Proceedings of the Korean Geotechical Society Conference
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    • 2010.03a
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    • pp.1164-1171
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    • 2010
  • Korea is considered to be a seasonal frozen soil area that is thawed in the spring, and most of the area is frozen in winter as to the characteristic of geography. In the current design codes for anti-freezing layer, the thickness of anti freezing layer is calculated by freezing depth against the temperature condition. Therefore, they have a tendency of over-design and uniform thickness without the considerations of thermal stability, bearing capacity and frost susceptibility of materials. So, it is essential for studying the appropriateness and bearing capacity besides the seasonal and mechanical properties of pavement materials to take a appropriate and reasonable design of the road structure. In this research, the evaluation of frost susceptibility on subgrade, ant-freezing layer, sub base was conducted by means of the mechanical property test and laboratory field road model downed scale experiment. The temperature, heaving amount, heaving pressure and unfrozen water contents of soil samples, the subgrade, anti-freezing layer, sub base soils of highway construction site, were measured to determine the frost susceptibility.

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Generation of Freak Waves in a Numerical Wave Tank and Its Validation in Wave Flume (수치파 수조에서의 극치파 생성과 수조실험을 통한 검증 연구)

  • Jeong, Seong-Jae;Park, Seong-Wook
    • Journal of the Society of Naval Architects of Korea
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    • v.46 no.5
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    • pp.488-497
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    • 2009
  • The freak wave, also known as New-Year-Wave in the north Atlantic, is relatively large and spontaneous ocean surface wave that can sink even large ships and destroy maritime structures. To understand oceanic conditions that develop freak waves, we simulated and generated two versions of scale-downed waves (1:64 and 1:42) in a numerical wave tank and compared the results with the experiment in wave flume. Both of the breaking and non-breaking waves were generated in the simulation. The numerical simulation was implemented based on the finite volume method and a genetic optimization algorithm. Random values were assigned as the initial values for the parameter in the control function, which produced signals representing the motion of wave-maker. The same signal obtained from the optimization process was used for both of the simulation and the experiment. By varying the object function and restrictions of the simulation, a best profile of design wave was selected based on the characteristics, height and period of simulated waves. Results showed that the simulation and experiment with the scale of 1:42 agreed better with freak waves in the natural condition. The presented simulation method will contribute to saving the time and cost for conducting subsequent response analyses of motion under freak waves in the course of the model test for ship and maritime structure.

Experimental Study of Inlet/Outlet Flow Characteristics in Tube-side of Shell and Tube Heat Exchanger (원통-다관형 열교환기의 다관측 입출구 유동 특성의 실험적 연구)

  • Tu, Xin Cheng;Wang, Kai;Park, Seung-Ha;Kim, Hyoung-Bum
    • Transactions of the Korean Society of Mechanical Engineers B
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    • v.38 no.7
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    • pp.581-588
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    • 2014
  • The inlet/outlet flow in the tube-side of the shell and tube heat exchanger was experimentally measured to investigate the effect of the porous baffle on uniform flow distribution. A 1/3rd scale-downed model of a heat exchanger was used and particle image velocimetry was applied for measuring the instantaneous velocity vector fields. The absolute errors in the flow rate were calculated and compared for the tube-side with and without the porous baffle, by varying the flow rate from 60 to 90 LPM. The results revealed that the porous baffle can improve flow uniformity and reduce the absolute error in the flow rate of the model with the baffle by about 74%, compared to that without the baffle. This result can be used for improving the performance and design of the shell and tube heat exchanger.

Design and Prototyping of Lifting Devices for Manhole Cover using Structural Analysis and 3D Printing (3D 프린팅과 구조해석을 이용한 맨홀의 부양장치 설계 및 제작)

  • Lee, Hyoungwook
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.19 no.10
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    • pp.648-654
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    • 2018
  • In order to maintain manholes installed on the road, the manhole should be easy to open and close. Manhole covers under harsh conditions require that they can be lifted when attempting to open the manhole because the frame and cover are stuck and difficult to open and close. In this study, the design of a lifting mechanism was carried out to improve and integrate the locking type manhole. The mechanism of the locking manhole is that when the bolt located at the center is turned, the hub connected with the bolt descends, and the hook connected to the hub is rotated. The end of the hook is hooked to the manhole frame. The auxiliary device was installed on the hook so that the manhole cover can be lifted. The structure was designed to endure about 300kg of lifting force based on 70% of the yield stress of the hook to perform lifting function. The shape design was performed through the structural analysis using the finite element method. First, the basic design was performed with the simplified 2-dimensional model and the attachment position and shape were designed through the 3-dimensional model. In order to find out the structural problems of the designed shape, the scale downed model was fabricated through 3D printing and confirmed that the lifting function worked. Finally, it was confirmed that both the locking and the average lifting of about 6.1 mm can be done by applying the lifting mechanism through the machining and applying it to the existing locking manhole.