• Title/Summary/Keyword: Dynamic Safety

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A Study on the Development of Multi-Purpose Measurement System for the Evaluation of Ship Dynamic Motion (선체운동 평가를 위한 다목적 계측시스템 개발에 관한 연구)

  • Kim Chol-Seong;Lee Yun-Sok;Kong Gil-Young;Jung Chang-Hyun;Kim Dae-Hae;Cho Ik-Soon
    • Journal of Navigation and Port Research
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    • v.29 no.10 s.106
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    • pp.847-852
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    • 2005
  • In order to evaluate the safety of navigation at sea and the safety of mooring on berthing, it is necessary that the wave and wind induced ship dynamic motion should be measured in real time domain for the validity of theoretical evaluation method such as sea-keeping performance and safety of mooring. In this paper, the basic design of sensors is discussed and some system configurations were shown. The developed system mainly consists of 4 kinds of sensors such as three-dimensional accelerator, two-dimensional tilt sensor, azimuth sensor and two displacement sensors. Using this measuring system, it can be obtained the 6 degrees of freedom of ship dynamic motions at sea and on berthing such as rolling, pitching, yawing, swaying, heaving, surging under the certain external forces.

Stability and Safety Analysis on the Next Generation High-Speed Railway Vehicle (차세대 고속철도의 안정성 및 안전성 해석)

  • Cho, Jae-Ik;Park, Tae-Won;Yoon, Ji-Won;Kim, Ji-Young;Kim, Young-Guk
    • Journal of the Korean Society for Railway
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    • v.13 no.3
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    • pp.245-250
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    • 2010
  • In this work, the stability and safety analysis are carried out to predict the performance of a next generation high-speed railway vehicle (HEMU-400X). Since the safety of the high-speed railway vehicles is very important, it is meaningful to predict the dynamic performance and stability of the railway vehicles using a numerical model at a railway vehicle design step. The critical speed of the dynamic model depending on the conicity of the wheel is calculated in the stability analysis. The critical speed calculated in this analysis is over 400km/h for the conicity value of 0.15, which is determined on the basis of representative international standard, UIC 518. Also, the lateral and vertical accelerations at several points of the same dynamic model are calculated for the safety analysis. In the simulation, the dynamic model runs at the test speed of 440km/h, which is determined considering a maximum target speed, and the total driving distance is 30km. And those estimated values are less than the allowed maximum acceleration values of UIC 518.

A Study On the Development of Multi-Purpose Measurement System for the Evaluation of Ship Dynamic Motion (선체 운동 평가를 위한 다기능 계측시스템 개발에 관한 연구)

  • kim Chol-seong;Jung Chang-hyun;Lee Yun-sok;Kong Gil-young;Lee Chung-ro;Cho Ik-soon
    • Proceedings of the Korean Institute of Navigation and Port Research Conference
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    • 2005.10a
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    • pp.69-74
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    • 2005
  • In order to evaluate the safety of navigation at sea and the safety of mooring on berthing, it is necessary that the wave and wind induced ship dynamic motion should be measured in real time domain for the validity of theoretical evaluation method sum as sea-keeping performance and safety of mooring. In this paper, the basic design of sensors is discussed and some system configurations were shown. The developed system mainly consists of 4 kind of sensors sum as three dimensional accelerator, two dimensional tilt sensor, two displacement sensors and azimuth sensor. Using this measuring system(MMS), it can be obtained the 6 degrees of freedom of ship dynamic motions at sea and on berthing sum as rolling, pitching, yawing, swaying, heaving, surging under the certain external forces.

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Study on Dynamic Characteristics and Safety of Steel Box Railway Bridge (강상형 철도교의 동특성 및 안정성 연구)

  • Choi, Kwon-Young;Yun, Ji-Hong;Kwon, Ku-Sung;Chung, Won-Seok
    • Proceedings of the KSR Conference
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    • 2011.05a
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    • pp.1526-1532
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    • 2011
  • Railway bridges are highly susceptible to resonance due to the equidistant axle load with constant speed of train. Thus, it is necessary to verify dynamic characteristics and quantities against dynamic guidelines. Recently, many newly developed bridge systems have been developed for medium span length between 30m and 40m. However, less variety of bridge systems are available for span length between 45m and 50m. Steel box girder is considered as an alternative for span length between 45m and 50m. This study is to investigate the dynamic properties and safety of steel box railway bridge. Modal properties are extracted and moving load analyses are performed using mode superposition method. The results are then compared to various standards.

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UNSTEADY STAGING FLOW ANALYSIS USING MOVING GRID SYSTEM (움직이는 격자를 이용한 비정상 단분리 유동해석)

  • Kwon K. B.;Yoon Y. H.;Hong S. K.
    • Journal of computational fluids engineering
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    • v.10 no.3 s.30
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    • pp.43-47
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    • 2005
  • In this study, the numerical and dynamic simulation on staging problem including forward jet mechanism is conducted. The forward jet plays a vital role in staging, which jets out from aftbody. This staging environment needs full dynamic characteristics study and flow analysis for securing staging safety. Present study performs dynamic simulation of forebody and aftbody with flow analysis using the Chimera grid scheme which is usually used for moving body simulations. As a result, the separation mechanism using forward jet well work in staging for given initial conditions and reverse thrust, chamber pressure variation from experiments. Furthermore, it is found that the technique using forward jets for staging is excellent for securing the separation safety.

Dynamic Behavior of a Long-Span Bridge Considering Soil-Structure Interaction (지반-구조물 상호작용을 고려한 장대교량의 동적 거동)

  • Lim, Che-Min;Park, Jang-Ho;Shin, Yung-Seok
    • Journal of the Korean Society of Safety
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    • v.19 no.2
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    • pp.119-124
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    • 2004
  • The effect of soil-structure interaction becomes important in the design of civil structures such as long-span bridges, which are constructed in the site composed of soft soil. Many methodologies have been developed to account for the proper consideration of soil-structure interaction effect. However, it is difficult to estimate soil-structure interaction effect accurately becaused of many uncertainties. This paper presents the results of study on soil-structure interaction and dynamic response of a long-span bridge designed in the site composed of soft soil. The effect of the soft soil was evaluated by the use of computer program SASSI and a long-span bridge structure was modeled by finite elements. Dynamic response characteristics of a long-span bridge considering soil-structure interaction wereinvestigated.

A study on the fracture toughness of dynamic interlaminar for CFRP composite laminates (선진복합재료 적층판의 동적 층간 파괴 인성평가)

  • 김지훈;김영남;양인영;심재기
    • Journal of the Korean Society of Safety
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    • v.13 no.4
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    • pp.41-48
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    • 1998
  • In this paper, an investigation was performed on the dynamic interlaminar fracture toughness of CFRP(carbon fiber reinforcement plastics) composite laminates. Composite laminates used in this experimentation are CF/EPOXY and CF/PEEK laminated plates. In the experiments, Split Hopkinson's Bar(SHPE) test was applied to dynamic and notched flexure test. The mode Ⅱ fracture toughness of each unidirectional CFRP was estimated by the analyzed deflection of the specimen and J-integral with the measured impulsive load and reactions at the supported points. As an experimental result, the vibration amplitude of CF/PEEK laminates appear more than that of CF/EPOXY laminates for the J-integral and displacement velocity at a measuring point. Also, it is thought that the dynamic fracture toughness of two kind specimens(CFRP/EPOXY and CF/PEEK) with the in crease of displacement velocity becomes a little greater at a measuring point within the range of measurement.

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Numerical Simulation of Dynamic Behaviour of a Gauge-changeable Freight Wagon (궤간가변화차의 동특성 수치해석)

  • Jang Seung-Ho;Lee Il-Seung
    • Journal of the Korean Society for Railway
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    • v.9 no.4 s.35
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    • pp.461-466
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    • 2006
  • In order to transport cargo rapidly and safely from the trans-Korean railway to the trans-Siberian railway having a different gauge, a gauge-changeable freight wagon can be used. Because the wagon is expected to run in South Korea, North Korea and Russia, it should have good dynamic performance in these railways. In this paper, the dynamic characteristics of a gauge-changeable freight wagon was analyzed numerically using ADAMS/Rail in each condition of the railways having different gauges and rail profiles. The wagon makes use of load sensitive friction damping and has highly nonlinear behaviour, which is modeled in detail as the full nonlinear dynamic model. It is shown that the running behaviour of the wagon is sensitive to changes in the rail gauge and profiles, however the assessment quantities from the point of view of safety, track fatigue and running behaviour are less than the limit valves.

A study on structural integrity and dynamic characteristic of inertial load test equipment for performance test of railway vehicle propulsion control system (철도차량 추진제어장치 성능시험을 위한 관성부하 시험설비의 구조안전성 및 동특성 평가 연구)

  • Jang, Hyung-Jin;Shin, Kwang-Bok;Lee, Sang-Hoon;Lee, Dae-Bong
    • Proceedings of the KSR Conference
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    • 2010.06a
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    • pp.1389-1394
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    • 2010
  • This paper describes the evaluation of structural integrity and dynamic characteristic of inertial load test equipments for performance test of railway vehicle propulsion control system. The propulsion control system of railway vehicle has to be confirmed of safety and reliability prior to it's application. Therefore, inertial load test equipments were designed through theoretical equation for performance test of propulsion control system. The structural analysis of inertial load test equipments was conducted using Ansys v11.0 and it's dynamic characteristic was evaluated the designed using Adams. The results showed that the structural integrity of inertial load test equipment was satisfied with a safety factor of 10.2. Also, the structural stability was proved by maximum dynamic displacement of 0.82mm.

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Unsteady Staging Plow Analysis Using Moving Grid (움직이는 격자를 이용한 비정상 단분리 유동해석)

  • Kwon K. B.;Yoon Y. H.;Hong S. K.
    • 한국전산유체공학회:학술대회논문집
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    • 2005.04a
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    • pp.182-185
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    • 2005
  • In this study, the numerical and dynamic simulation on staging problem including forward jet mechanism is conducted. The forward jet plays a vital role in staging, which jets out from aftbody. This staging environment needs full dynamic characteristics study and flow analysis for securing staging safety. Present study performs dynamic simulation of prebody and aftbody with flow analysis using Chimera grid scheme which is usually used for moving simulations. As a result, separation mechanism using forward jet well works in staging for given initial conditions and reverse thrust, chamber pressure variation from experiments. Furthermore, it is found that the technique using forward jets for staging is excellent for securing the separation safety.

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