• 제목/요약/키워드: Full can test

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축소형 틸트로터 무인기의 전자동 비행시험을 위한 문제해결과정 (Trouble Shooting for Fully Automatic Flight Test of Small Scaled Tiltrotor UAV)

  • 강영신;박범진;유창선;구삼옥;이장호
    • 항공우주기술
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    • 제8권1호
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    • pp.1-9
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    • 2009
  • 스마트무인기는 수직이착륙과 고속비행이 동시에 가능하도록 헬리콥터와 고정익 항공기 의 장점을 결합한 틸트로터 항공기이다. 현재 지상통합시험을 수행중이며, 4자유도 지상치구시험과 안전줄 호버시험을 거쳐 비행시험을 수행할 예정이다. 스마트무인기에 적용된 제어법칙을 검증하기 위해서 40%축소기를 개발하여 비행시험을 수행하였다. 비행시험결과 예측하기 어려웠던 틸트로터 항공기의 고유한 기술적인 문제점들이 발생하였으며, 이러한 문제점을 해결하여 전자동 비행시험을 완료하였다. 본 논문에서는 국내 최초로 수행된 축소형 틸트로터 항공기의 비행시험 과정 중에 발생한 주요한 문제점을 서술하고, 그 해결과정을 상세하게 기술하였다. 축소형 틸트로터 항공기의 전자동 비행시험 수행을 통해 경험한 시행착오와 개선사항은 향후 계획된 스마트 무인기의 실물기 비행시험을 성공할 수 있는 훌륭한 초석이 될 것이다.

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Practical scaling method for underwater hydrodynamic model test of submarine

  • Moonesun, Mohammad;Mikhailovich, Korol Yuri;Tahvildarzade, Davood;Javadi, Mehran
    • Journal of Advanced Marine Engineering and Technology
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    • 제38권10호
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    • pp.1217-1224
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    • 2014
  • This paper provides a practical scaling method to solve an old problem for scaling and developing the speed and resistance of a model to full-scale submarine in fully submerged underwater test. In every experimental test in towing tank, water tunnel and wind tunnel, in the first step, the speed of a model should be scaled to the full-scale vessel (ship or submarine). In the second step, the obtained resistance of the model should be developed. For submarine, there are two modes of movement: surface and submerged mode. There is no matter in surface mode because, according to Froude's law, the ratio of speed of the model to the full-scale vessel is proportional to the square root of lengths (length of the model on the length of the vessel). This leads to a reasonable speed and is not so much for the model that is applicable in the laboratory. The main problem is in submerged mode (fully submerged) that there isn't surface wave effect and therefore, Froude's law couldn't be used. Reynold's similarity is actually impossible to implement because it leads to very high speeds of the model that is impossible in a laboratory and inside the water. According to Reynold's similarity, the ratio of speed of the model to the full-scale vessel is proportional to the ratio of the full-scale length to the model length that leads to a too high speed. This paper proves that there is no need for exact Reynold's similarity because after a special Reynolds, resistance coefficient remains constant. Therefore, there is not compulsion for high speeds of the model. For proving this finding, three groups of results are presented: two cases are based on CFD method, and one case is based on the model test in towing tank. All these three results are presented for three different shapes that can show; this finding is independent of the shapes and geometries. For CFD method, Flow Vision software has been used.

대형 트럭 반능동형 캐빈 공기 현가시스템의 유공압 모델링 및 동특성 해석 (Hydropneumatic Modeling and Dynamic Characteristic Analysis of a Heavy Truck Semi-active Cabin Air Suspension System)

  • 이광헌;정헌술
    • 한국자동차공학회논문집
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    • 제19권2호
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    • pp.57-65
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    • 2011
  • In this paper, a hydropneumatic modeling and dynamic analysis of a heavy truck semi-active cabin air suspension system is presented. Semi-active cabin air suspension system improves driver's ride comfort by controlling the damping characteristics in accordance with driving situation. So it can reduce vibration between truck frame and cabin. Semi-active cabin air suspension system is consist of air spring, leveling valve and CDC shock absorber, and full cabin system are mathematically modelled using AMESim software. Simulation results of components and full cabin system are compared with experimental data of components and test results of a cabin using 6 axis simulation table. It is found that the simulation results are in good agreements with test results, and the hydropneumatic model can be used well to predict dynamic characterics of heavy truck semi-active cabin air suspension system.

대형 트럭 캐빈 공기 현가장치의 유공압 모델링 및 해석 (Hydropneumatic Modeling and Analysis of a Heavy Truck Cabin Air Suspension System)

  • 신행우;최규재;이광헌;고한영;조길준
    • 한국자동차공학회논문집
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    • 제16권4호
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    • pp.128-134
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    • 2008
  • In this paper, a hydropneumatic modeling and analysis of a heavy truck cabin air suspension system is presented. Cabin air suspension system is a system which improves ride comfort of a heavy truck and it can reduce vibration between truck frame and cabin. The components of the system, air spring, shock absorber, leveling valve and full cabin system are mathematically modelled using AMESim software. Simulation results of components and full cabin system are compared with experimental data of components and test results of a cabin using 6 axis simulation table. It is found that the simulation results are in good agreements with test results, and the hydropneumatic model can be used well to predict dynamic characteric of heavy truck cabin air suspension system.

Study on Stopping Ability of a Ship Equipped with Azimuth Propeller

  • Park, Jong-Yong;Oh, Pilgun;Kim, Taejin;Lee, Jun-Ho
    • 한국해양공학회지
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    • 제34권1호
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    • pp.13-18
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    • 2020
  • An azimuth propeller can generate thrust in all directions by rotating its housing with an electric motor. An azimuth propeller can be operated using several methods to stop a ship. This study aims to derive an efficient method to stop a ship safely using an azimuth propeller through full-scale maneuvering trials with the research vessel "NARA" of Pukyong National University in 4.63 m/s (9 kts). Five methods with different azimuth propeller operations were tested to stop the ship. The test results confirmed that the simultaneous use of the thrust and the hydrodynamic force acting on the strut is the most effective method to stop the ship.

Full-scale tests of two-story RC frames retrofitted with steel plate multi-slit dampers

  • Javidan, Mohammad Mahdi;Nasab, Mohammad Seddiq Eskandari;Kim, Jinkoo
    • Steel and Composite Structures
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    • 제39권5호
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    • pp.645-664
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    • 2021
  • There is a growing need of seismic retrofit of existing non-seismically designed structures in Korea after the 2016 Gyeongju and 2017 Pohang earthquakes, especially school buildings which experienced extensive damage during those two earthquakes. To this end, a steel multi-slit damper (MSD) was developed in this research which can be installed inside of partition walls of school buildings. Full-scale two-story RC frames were tested with and without the proposed dampers. The frames had structural details similar to school buildings constructed in the 1980s in Korea. The details of the experiments were described in detail, and the test results were validated using the analysis model. The developed seismic retrofit strategy was applied to a case study school building structure, and its seismic performance was evaluated before and after retrofit using the MSD. The results show that the developed retrofit strategy can improve the seismic performance of the structure to satisfy a given target performance level.

Effect of Flow Liners on Ship′s Wake Simulation in a Cavitation Tunnel

  • Lee, Jin-Tae;Kim, Young-Gi
    • Journal of Hydrospace Technology
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    • 제1권1호
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    • pp.41-56
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    • 1995
  • Flew control devices, such as flow liners, are frequently introduced in a cavitation tunnel in order to reduce the tunnel blockage effect, when a three-dimensional wake distribution is simulated using a complete ship model or a dummy model. In order to estimate the tunnel wall effect and to evaluate the effect of flow liners on the simulated wake distribution, a surface panel method is adopted for the calculation of the flow around a ship model and flow liners installed in a rectangular test section off cavitation tunnel. Calculation results on the Sydney Express ship model show that the tunnel wall effect on the hull surface pressure distribution is negligible for less than 5% blockage and can be appreciable for more than 20% blockage. The flow liners accelerate the flow near the afterbody of the ship model, so that the pressure gradient there becomes more favorable and accordingly the boundary layer thickness would be reduced. Since the resulting wake distribution is assumed to resemble the full scale wake, flow liners can also be used to simulate an estimated full scale wake without modifying the ship model. Boundary taper calculation should be incorporated in order to correlate the calculated wake distribution with the measured one.

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Investigation on Intermittent Life Testing Program for IGBT

  • Cheng, Yu;Fu, Guicui;Jiang, Maogong;Xue, Peng
    • Journal of Power Electronics
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    • 제17권3호
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    • pp.811-820
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    • 2017
  • The reliability issue of IGBT is a concern for researchers given the critical role the device plays in the safety of operations of the converter system. The reliability of power devices can be estimated from the intermittent life test, which aims to simulate typical applications in power electronics in an accelerated manner to obtain lifetime data. However, the test is time-consuming, as testing conditions are not well considered and only rough provisions have been made in the current standards. Acceleration of the test by changing critical test conditions is controversial due to the activation of unexpected failure mechanisms. Therefore, full investigations were conducted on critical test conditions of intermittent life test. A design optimization process for IGBT intermittent life testing program was developed to save on test times without imposing additional failure mechanisms. The applicability of the process has been supported by a number of tests and failure analysis of the test results. The process proposed in this paper can guide the test process for other power semiconductors.

FRP자켓 시스템이 보강된 비내진 철근콘크리트 골조의 실물 크기 강제 진동 실험 (Forced Vibration Testing of Full-scale Non-seismic Reinforced Concrete Frame Structure Retrofitted Using FRP Jacketing System)

  • 신지욱
    • 한국지진공학회논문집
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    • 제22권5호
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    • pp.281-289
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    • 2018
  • Existing reinforced concrete building structures have seismic vulnerabilities due to their seismically-deficient details resulting in non-ductile behavior. The seismic vulnerabilities can be mitigated by retrofitting the buildings using a fiber-reinforced polymer column jacketing system, which can provide additional confining pressures to existing columns to improve their lateral resisting capacities. This study presents dynamic responses of a full-scale non-ductile reinforced concrete frame retrofitted using a fiber-reinforced polymer column jacketing system. A series of forced-vibration testing was performed to measure the dynamic responses (e.g. natural frequencies, story drifts and column/beam rotations). Additionally, the dynamic responses of the retrofitted frame were compared to those of the non-retrofitted frame to investigate effectiveness of the retrofit system. The experimental results demonstrate that the retrofit system installed on the first story columns contributed to reducing story drifts and column rotations. Additionally, the retrofit scheme helped mitigate damage concentration on the first story columns as compared to the non-retrofitted frame.

3D FE modeling considering shear connectors representation and number in CBGB

  • Abbu, Muthanna A.;Ekmekyapar, Talha A.;Ozakca, Mustafa A.
    • Steel and Composite Structures
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    • 제17권3호
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    • pp.237-252
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    • 2014
  • The use of composite structures is increasingly present in civil building works. Composite Box Girder Bridges (CBGB), particularly, are study of effect of shear connector's numbers and distribution on the behavior of CBGBs is submitted. A Predicti structures consisting of two materials, both connected by metal devices known as shear connectors. The main functions of these connectors are to allow for the joint behavior of the girder-deck, to restrict longitudinal slipping and uplifting at the element's interface and to take shear forces. This paper presents 3D numerical models of CBGBs to simulate their actual structural behavior, with emphasis on the girder-deck interface. Additionally, a Prediction of several FE models is assessed against the results acquired from a field test. A number of factors are considered, and confirmed through experiments, especially full shear connections, which are obviously essential in composite box girder. A good representation for shear connectors by suitable element type is considered. Numerical predictions of vertical displacements at critical sections fit fairly well with those evaluated experimentally. The agreement between the FE models and the experimental models show that the FE model can aid engineers in design practices of box girder bridges. Preliminary results indicate that number of shear studs can be significantly reduced to facilitate adoption of a new arrangement in modeling CBGBs with full composition. However, a further feasibility study to investigate the practical and economic aspects of such a remedy is recommended, and it may represent partial composition in such modeling.