• Title/Summary/Keyword: Model test 모형시험

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A Basic study on the sea model test techniques for high speed Planing Boat (실 해상모형시험을 이용한 고속 활주정의 선형시험기법 기초연구)

  • Jang, Dong-Won;Park, Chung-Hwan;Jin, Song-Han
    • Journal of Navigation and Port Research
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    • v.34 no.8
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    • pp.623-628
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    • 2010
  • High speed marine vehicle, such as semi-planing, planing craft have been developed recently. These ships paid attention to the resistance characteristics, especially in high speed region. Model test method is divided to two equipment greatly, first 'Towing tank', second 'C.W.C.'. It is difficult to estimate a resistance characteristics for high speed boat. because these are made for low speed ship. This paper suggests a new model test method and system. This is real sea model test and it's comprised of eight part. Firstly, This method is tested at C.W.C that is possible to using in real sea model tes using low speed boat modelt. And then, Real sea model test and CFD calculation are performed and compared with tow way used high speed boat model. It can be a good way to estimate a performance for high speed boat.

Investigation of Pile Behaviour according to Interface Properties - Comparison between Pile Model Test Using Close Range Photogrammetry and Numerical Analysis (경계면 물성치에 따른 말뚝 거동 분석 - 근거리 사진계측을 이용한 모형시험과 수치해석 비교)

  • Lee, Jung-Min;Lee, Yong-Joo
    • Journal of the Korean Geotechnical Society
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    • v.30 no.9
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    • pp.29-39
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    • 2014
  • In this study, model pile-load test with numerical analysis was carried out to compare and analyze pile behaviour according to interface properties. In the model test, Close Range Photogrammetry (CRP) was chosen to measure the ground deformation. In addition, model steel and concrete piles were used. Based on the model pile test, interface elements around the model pile were used to simulate the slip effect. Interface properties were adopted as interface reduction factor $R_{inter}$. Interface reduction factor, $R_{inter}$ plays a key role in the interface properties. Through this study, it was found that the model ground behaviour measured by CRP corresponded well to the one predicted by the numerical analysis. And, the interface strength reduction factor, $R_{inter}$ value of the steel pile was higher than that of the concrete pile.

The correction of support interference effect of belly sting (벨리 스팅 모형 지지부의 간섭 효과 보정기법 연구)

  • Kim, Nam-Gyun;Ahn, Seung-Ki
    • Journal of the Korean Society for Aeronautical & Space Sciences
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    • v.30 no.8
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    • pp.30-36
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    • 2002
  • Wind tunnel model has some difference in shape compared to the real flight vehicle because of model support system for testing. The support system can make some differences in the measured forces and moments to the flight test data. There are several correction methods involved such as cavity pressure correction and model support interference. Internal balance and belly sting support were used for this wind tunnel test and three types of model support correction methods, variable sting thickness method, dummy sting method, and wire support method, were compared. Variable sting thickness method is well matched with wire support method, which is known for almost interference free.

Reproduction of Piping Failure Due to the Permeable Layer Using Centrifuge Test (원심모형실험을 통한 전석층이 존재하는 제방에서의 파이핑 현상 모사)

  • Jin, Seok-Woo;Kim, Nam-Ryong;Kim, Dong-Soo
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.31 no.1C
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    • pp.1-10
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    • 2011
  • This paper simulates the piping effect, found levees with large difference in coefficient of permeability within the foundation such as the Gim-po Levee, via centrifuge model test which is a model test. We have also conducted a numerical analysis under the same conditions as the centrifuge model test to compare its results. First, we decided to use the centrifuge model based on the Gim-po Levee, and the tests were executed on a model levee with pore water pressure transducers. We have found that most of the water flows through the permeable layer and causes the piping effect. Via video camera footage, we have found that the piping effect occurred at the toe of the model levee. The characteristic of pressure head distribution, obtained from the pore water pressure transducers, also proves the occurrence of the piping effect. The numerical analysis results also showed the same results as the centrifuge model test. We have simulated the piping effect via centrifuge model test and believe that the centrifuge model test is viable for various tests, predictions and evaluation of the levee problems.

The Combined Method of Structure Selection and Parameter Identification of Equations of Motion to Analyze the Model Tests of a Submerged Body (몰수체 모형 시험 해석을 위한 운동방정식의 구조 선택 및 계수 식별 결합법)

  • C.K. Kim
    • Journal of the Society of Naval Architects of Korea
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    • v.35 no.2
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    • pp.20-28
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    • 1998
  • To accurately predict the motion of a submergible, the nonlinear structure of dynamic model should be selected and corresponding parameters should be estimated using model test. Providing the model structure, only the values of parameters are unknown and the estimation can thus be formulated as a standard least square problem. Unfortunately, the nonlinear model structure of submersibles is rarely known a prior and method of model structure determination from measurement data of model test should be developed and included as a vital part of the estimation procedure. In this study, the well-known linear least square algorithm for the analysis of model tests and a way to measure the goodness are reviewed, and the identification algorithm based on an orthogonal decomposition method of Gram-Schmidt is extended to combine structure selection and maneuvering coefficients estimation in a very simple and efficient manner. Finally, the efficiency of this algorithm is verified by using simulation and applying to the analysis of model test of a submerged body. As a result, it was verified that this combined method might be very erective in selecting the structure of dynamic model estimating the maneuvering coefficients from measurement fiat of model test.

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Performance Evaluation of Measuring Instrument for Infra-Red Signature Suppression System Model Test (적외선 신호저감 장치 모형시험을 위한 계측기의 성능평가)

  • SeokTae Yoon
    • Journal of Korea Society of Industrial Information Systems
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    • v.28 no.6
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    • pp.21-27
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    • 2023
  • Modern naval ships install an Infra-Red Signature Suppression system (IRSS) in their exhaust pipe to reduce infrared signature emitted to the outside. In addition, naval ships are strategic assets with a very long life cycle, so high reliability of the performance of the equipment on board must be guaranteed. Therefore, equipment such as IRSS is evaluated for performance through model testing at the design stage. A variety of measuring instruments are used in IRSS model testing, and the reliability of these instruments must also be guaranteed. In this paper, a study was conducted to evaluate the reliability of measurement equipment used in IRSS model testing. The test equipment and instruments used were a hot gas wind tunnel, pitot tube, digital differential pressure gauge, thermocouple sensor, and digital recorder. As the fan speed of the hot gas wind tunnel increased, the measurement deviation of the flow decreased, and the temperature output of the thermocouple sensor showed differences in response time and stability depending on the method used.

A Study on the Model Test Scheme for Establishing the Mathematical Model of Hydrodynamic Force and Moment Acting on a Slowly Moving Ship (저속시 선체에 작용하는 유체력 수학모형 정립을 위한 모형시험 방안 연구)

  • Yoon, Hyeon-Kyu;Kim, Sun-Young
    • Journal of the Society of Naval Architects of Korea
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    • v.42 no.2 s.140
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    • pp.98-104
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    • 2005
  • The mathematical models of hydrodynamic force and moment acting on a ship at low speed range should be established differently from the ones at nominal cruising speed range since a ship moves with large drift angle or rotates in a stationary position. We modified widely used Yoshimura's cross flow model in order to apply the system identification method to estimate parameters in the model. The apparatus and the procedure of free running model test were suggested so that the parameters in the model be estimated. The validity of our proposing modified model and test procedure was confirmed by comparison with the results of simulated model test.

Development of a Model Test System and Analysis Method for Assessing Towing Stability of a Caisson in Wet Towing (케이슨의 예인 안정성 평가를 위한 모형 시험 시스템과 해석 기법의 개발)

  • Kim, Jong-Hyeok;Seo, Jeonghwa;Kim, Han-Gyeol;Kim, Changhee;Yoo, Geuksang;Rhee, Shin Hyung;Park, Chang-wook
    • Journal of the Korean Society for Marine Environment & Energy
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    • v.19 no.4
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    • pp.259-265
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    • 2016
  • The present study aims to design and utilize a model test system of a Caisson in wet towing condition, to assess towing stability of a 9,300 ton class caisson. The suggested towing system was designed to provide regular tension on the towline, whereas the previous model test system towed the model in constant speed. The new model test system was expected to reproduce the towing condition more realistically than the test system with constant speed condition, as the tugboat in actual towing condition tows the towline with constant power. Model tests were conducted in a towing tank with 1/30 scaled model. In the model tests, six-degrees-of-freedom motion of the caisson model and tension on the towline were measured and analyzed. By using the new system, fluctuation of the motion of model and tension on the towline decreased. The variation in the draft and initial trim was applied in the model tests. In the initial trim condition, the motion and towing force decreased.

Study on the Design, Manufacture, and Pressure Test of a Pressure Vessel Model (내압용기 모형의 설계, 제작 및 압력시험에 관한 연구)

  • Joung, Tae-Hwan;Lee, Jae-Hwan;Lee, Chong-Moo;Hykudome, Tadahiro;Sammut, Karl;Nho, In-Sik
    • Journal of Ocean Engineering and Technology
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    • v.21 no.6
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    • pp.101-106
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    • 2007
  • In this paper, the authors demonstrate a new idea to take the place of the real pressure vessel test, which should be carried out in a high pressure experiment unit before the real sea trial test. The idea is to make a pressure vessel model as a replica of the real pressure vessel test, which can reduce the cost of making a pressure vessel and large pressure experiment unit. The pressure vessel model was designedbased on linear-elastic, buckling equations and Finite Element Analysis. The manufactured pressure vessel model was investigated and monitored while the pressure test was being conducted. After the test, the result and the validity of the pressure vessel model as a replica of the real pressure vessel test was studied.

Behavior of tunnel under the influence of pre-loading on braced wall during the adjacent ground excavation (근접굴착 시 벽체에 선행하중 재하에 따른 터널의 거동)

  • Kim, Il;Lee, Sang-Duk
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.9 no.4
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    • pp.331-341
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    • 2007
  • Pre-loads could be imposed on the braced wall to prevent the horizontal displacements during the ground excavation adjacent to the existing tunnel. For this purpose, new pre-loading system through which large pre-loads could be applied to the braced wall was used in the model tests. Large scale model tests were performed in the real scale test pit which was 2.0 m in width and 6.0 m in hight and 4.0 m in length. Test ground was constructed by sand. Model tunnel in 1.2 m diameter was constructed before test ground excavation. Test ground was excavated adjacent to existing tunnel and was braced. To investigate the effect of pre-loading, tests without pre-load were also performed. During the ground excavation were the behavior of braced wall, test tunnel, and ground measured. Model tests were also numerically analysed and their results were compared to that of the real scale tests. As a result, it was found that the stability of the existing tunnel was greatly enhanced when the horizontal displacements of braced wall was reduced by applying pre-load larger than the design load.

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