• Title/Summary/Keyword: scaled test

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Fabrication and feasibility estimation of Micro Engine Component (미세 엔진 운용성 검증 및 요소 기술 개발)

  • Lee, Dae-Hoon;Park, Dae-Eun;Choi, Kwon-Hyoung;Yoon, Joon-Bo;Kwon, Se-Jin;Yoon, Eui-Sik
    • Proceedings of the KSME Conference
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    • 2001.06d
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    • pp.31-36
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    • 2001
  • As a part of micro engine development feasibility estimation was done through fabrication and test of down scaled combustor and MEMS fabricated spark electrode. In an experimental observation of the down scaled combustion phenomena where flame propagation was observed by optical method and pressure change in combustor which gives the information about the reaction generated thermal energy was recorded and analyzed. Optimal combustor scale was derived to be about 2mm considering increased heat loss effect and thermal energy generation capability. Through the fabrication and discharge test of MEMS electrode effects of electrode width and gap was investigated. Electrode was fabricated by thick PR mold and electroplating. From the result discharge voltage characteristic in sub millimeter scale electrode having thickness of $40{\mu}m$ was obtained. From the result base technology for design and fabrication of micro engine was obtained.

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A Study on the Behavior of a Closely-spaced Tunnel by Using Particle Flow Code (입자 유동 해석(PFC)을 통한 근접터널의 거동에 관한 연구)

  • Suh, Byung-Wook;Jo, Seon-Ah;Jung, Seon-Ah;Lee, Seok-Won
    • Proceedings of the Korean Geotechical Society Conference
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    • 2008.03a
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    • pp.159-169
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    • 2008
  • In general, it is considered that a pillar between closely-spaced tunnel is sensitive for stress concentration. Stability of a pillar is key factor for excavation of closely-spaced tunnel. In this paper, the study is focused on tracing the behaviors, displacement and plotting damages around tunnels that is modelled with Particle Flow Code, $PFC^{2D}$. Parametric study was performed with changing distance between center of tunnels and coefficient of earth pressure(K). Scaled-model tests were also carried out to validate a numerical analysis model. It was found that $PFC^{2D}$ could show dynamic visualized result in quite good agreement with the experimental test.

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PERFORMANCE ANALYSIS OF NREL PHASE VI WIND TURBINES UNDER VARIOUS SCALE CONDITIONS (스케일 변화에 따른 NREL PHASE VI 풍력터빈의 성능해석)

  • Park, Y.M.;Chang, B.H.
    • 한국전산유체공학회:학술대회논문집
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    • 2006.10a
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    • pp.155-158
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    • 2006
  • In the present paper, the scale effects of two-dimensional airfoil and three-dimensional wind turbine were investigated by using FLUENT software. For two dimensional analysis, flow around S809 airfoil with various Reynolds No. and Mach No. conditions were simulated. For three dimensional analysis, scaled NREL Phase VI wind turbine models from 6% to 1,600% were simulated under the same tip speed ratio condition. Finally, aerodynamic comparisons between two-dimensional flow and three dimensional wind turbine flow are made for the feasibility study of scale effect corrections. Currently, KARI(Korea Aerospace Research Institute) is preparing for the wind tunnel test of 12% NREL Phase VI wind turbine and the performance analysis of the scaled NREL wind turbine model will be validated by the wind tunnel test.

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Visualization of Internal Flows in Sub-scaled Wall Injection Test model of SRM (고체로켓모터의 축소형 표면분사 시험모델에서의 내부유동 가시화)

  • Kim, Do-Hun;Cho, Yong-Ho;Lee, Yeol;Koo, Ja-Ye;Kim, Yoon-Gon;Kang, Moon-Jung
    • Proceedings of the Korean Society of Propulsion Engineers Conference
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    • 2011.04a
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    • pp.225-227
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    • 2011
  • The geometrically sub-scaled wall-injection test model was employed to visualize interactions of internal flow of a solid rocket motor equipped fin/slot grain and submerged nozzle. Symmetric vortex and circumferential flow patterns were visualized.

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Study of pile foundation using spiral pile (나선형 파일을 이용한 말뚝기초에 관한 연구)

  • Yoon, Young-Hwan;Kang, Si-On;Cho, Young-Dong;Kim, Sang-Hwan
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.19 no.3
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    • pp.567-575
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    • 2018
  • This study examined a pile foundation using a spiral pile. To maintain the structural safely, a foundation for connecting the ground and the ground structure is needed. On the other hand, noise and vibration, etc. cause problems when constructing a foundation on adjacent structures or urban areas. A study of the spiral foundation of a new shape with low vibration and noise was carried out to solve these problems. A study of pile foundations was carried out on a scaled model test and compared with the results of Meyerhof's bearing capacity theory. The scaled model test results showed that the bearing capacity increases with increasing pitch angle and length of the spiral pile. To verify the measured bearing capacity in a test with theoretical results, the bearing capacity of the actual spiral pile and scaled model pile were examined and compared. The ultimate bearing capacity of the spiral pile can be increased by increasing the foundation length and pitch angle. This study complements existing foundation construction problems and contributes to a better effect and safety.

Shaking Table Test of 1/3-Scale 3-Story Sam-Hwan Camus Precast Concrete Model (1/3축소 3층 삼환까뮤 P.C 모델의 진동대 실험)

  • 이한선
    • Proceedings of the Korea Concrete Institute Conference
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    • 1992.10a
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    • pp.140-154
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    • 1992
  • The objective of the research stated here was aimed at providing the information needed to establish the Korean Seismic Design Code Recommendations and Guides for precast concrete (P.C) large panel apartment buildings. This was accomplished by investigation and analysis of the response of P.C large panel structures subjected to shaking table excitation simulating earthquake ground motion. one of the test specimens used was 1/3-scaled 3-story box P.C model provided by Sam-Hwan Camus Corporation. The 4m $\times$4m shaking table was used to simulate the earthquake ground motion. the employed input accelerogram was the one recorded as Taft N21E component and the peak ground acceleration(PGA) was scaled depending on the desired level of seismic severity and the time according to dynamic similitude rule. Based on results obtained from shaking table test of this P.C model, the following conclusions were drawn . (1) As far as test specimen is concerned, the seismic safety factors turns out to be 7~8. (2)P.C model has damping ratio of about8% which is twice larger than in-situ R.C. structure. And (3)this model has global displacement ductility ratio of 2~3 through the energy dissipation by opening and sliding of joints.

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Scaled Test on the Behavior of the Toe of Drilled Shaft on Rock Mass (암반에 근입된 말뚝의 선단 거동 특성에 관한 축소모형시험 연구)

  • Park, Woan-Suh;Choi, Se-Keun;Jeon, Seok-Won;Han, Yong-Hee
    • Proceedings of the Korean Geotechical Society Conference
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    • 2008.03a
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    • pp.1166-1171
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    • 2008
  • Despite of the increasing number of the application of drilled shaft piles in construction site, most studies on pile capacity have been focused on the side shear resistance. But it is common that the drilled shaft is socketed on the rock so as to use its bearing resistance. The prediction of the end movement and characteristics of the bearing capacity of the pile is great important as well. Therefore, a series of scaled model tests were carried out in order to study the characteristics of the bearing capacity on rock mass. The material of the test block was cement mortar which was mixed with sand, cement and water, and the size of a test block size was $240{\times}240{\times}240mm$. The axial load was applied by a miniaturized pile of 45mm in diameter and flat jacks and steel plate were used for confinement to simulate the real underground loading conditions. The relation of load-displacement was measured in various different conditions of rock mass such as strength, discontinuity of the rock mass and in-situ stress, so q-w curves of the end of the pile were presented for each condition.

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Vibration Suppression Design on the Instrument Supporting Structure for the Optical Performance Measurement (대구경 반사경 광학성능 측정을 위한 간섭계 지지구조물의 진동저감 설계)

  • Kim, Hong-Bae;Lim, Jong-Min;Yang, Ho-Soon
    • Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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    • 2005.11a
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    • pp.205-208
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    • 2005
  • Fabrication of large scaled mirror for the telescope application is the most challenging technology in recent year. Sophisticate technologies and know-how in fabrication and measurement are required to overcome the technological obstacles. KRISS(Korea Research Institute for Standards and Science) is now developing a large scaled mirror fabrication facility and KARI(Korea Aerospace Research Institute) is supporting the development. High precision interferometric test is required during the grinding and polishing of mirror to identify the surface profile precisely. The required fabrication accuracy of the mirror surface profile is $\lambda$/50 ms($\sim$10 nm for visible wave length). Thus the measurement accuracy should be far less than 10 m. To get this requirement, it is necessary to provide vibration free environment for the interferometer system and mirror under test. Thus the vibration responses on the mirror supporting table due to external vibration should be minimized by using a special isolation system. And the responses on the top of the tower, which hold the interferometer during test, should be minimized simultaneously. In this paper, we propose the concept design of vibration suppression system for the KRISS mirror fabrication facility.

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Testing unknown age classes of life distributions based on TTT-transform

  • El-Din, M.M. Mohie;Abu-Youssef, S.E.;Ali, Nahed S.A.
    • International Journal of Reliability and Applications
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    • v.14 no.1
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    • pp.1-9
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    • 2013
  • A nonparametric procedure for testing exponentially against used better than aged in expectation (UBAE) class of life distributions is presented. We construct a test statistics based on scaled total time on test (TTT)-transformation, to test exponentiality against UBAE class of life distributions. The distribution of the statistic is investigated via simulation. Practical applications of the proposed test are presented.

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Simplified Dynamic Modeling of Small-Scaled Rotorcraft (축소형 회전익 항공기의 간략화된 동적 모델링)

  • Lee, Hwan;Lee, Sang-Kee
    • Journal of the Korean Society for Aeronautical & Space Sciences
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    • v.33 no.8
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    • pp.56-64
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    • 2005
  • It is prerequisite that we have to fomulate the nonlinear mathematical modeling to design the guidance and control system of rotorcraft-based unmanned aerial vehicle using a small-scaled commercial helicopter. The small-scaled helicopters are very different from the full-scale helicopters in dynamic behavior such as high rotation speed and high frequency dynamic characteristics. In this paper, the formulation of the mathematical model of the small-scaled helicopter to minimize the complexity is presented by component and source build-up approach. It is linearized at the trim condition of hovering and forward flight and analyzed the flight modes. The results of this approach have general trends but a little difference. To verify this approach, it is necessary to compare this theoretical model with experimental results by system identification using flight test as a next research topic.