• Title/Summary/Keyword: Load transfer method

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Sloshing Load Analysis in Spherical Tank of LNG Carrier (LNG 운반선의 구형 화물창 슬로싱 해석)

  • Noh B. J.
    • Special Issue of the Society of Naval Architects of Korea
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    • 2005.06a
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    • pp.22-30
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    • 2005
  • Sloshing loads, produced by the violent liquid free-surface motions inside the cargo tank have become an important design parameter in ship building industry since there have been demands for the increased sizes of the cargo containment system of LNG carriers. In this study, sloshing impact pressure acting on the shell of the spherical cargo tank of an LNG carrier as well as dynamic pressure and flow behavior around the pump tower located at the center of the tank have been calculated. Comparative numerical sloshing simulations for a spherical LNG tank using 2-D LR.FLUIDS which is based on the finite difference method and 3-D MSC.DYTRAN which is capable of calculating nonlinear fluid-structure interaction have been carried out. A method of calculating sloshing-induced dynamic loads and the subsequent structural strength analysis for pump tower of a spherical LNG carrier using MSC. DYTRAN and MSC.NASTRAN have been presented.

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Wave Propagation on a High-speed Railway Embankment Using a Pile-slab Structure (파일슬래브구조가 적용된 고속철도 토공노반에서의 진동 전파)

  • Lee, Il Wha;Lee, Sung Jin;Lee, Su Hyung;Lee, Kang Myung
    • Journal of the Korean Society for Railway
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    • v.16 no.4
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    • pp.278-285
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    • 2013
  • The suppression of residual settlement is required on earthwork sections as concrete track is introduced. Use of pile-slab structure is one of the settlement restraining methods applied on soft ground. The slab distributes the upper embankment load and piles transfer the load from the slab to the stiff ground. While this method is very effective in terms of load transfer, it has not yet been established for dealing with the vibration transfer effects and interaction characteristics between a structure and the ground. It is possible that vibration caused by a moving train load is propagated in the upper embankment, because the slab acts as a reflection layer and waves are multi-reflected. In this present paper, wave propagation generated by a moving train load is evaluated in the time and frequency domains to consider a roadbed structure using an artificial impact load and field measured train load. The results confirmed the wave reflection effect on the pile-slab structure, if the embankment height is sufficient, vibration propagation can be stably restrained, whereas if the height is not sufficient, the vibration amplitude is increased.

Theoretical Analysis of Soil Arching in Geosynthetic-Reinforced and Pile-Supported Embankment Systems (토목섬유보강 성토지지말뚝시스템의 지반아칭에 관한 이론해석)

  • Hong, Won-Pyo;Lee, Jae-Ho
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.28 no.2C
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    • pp.133-141
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    • 2008
  • Theoretical analysis are developed to estimate the load transfer by soil arching in geosynthetic-reinforced and pile-supported(GRPS) embankment systems. According to the results of analyses, the efficiency of embankment pile systems increases when the geosynthetics are installed with piles. Especially the increment of efficiency is more remarkable in the low embankment height, where soil arching can not be fully developed. The factors affecting the load transfer in GRPS embankment systems are the pile spacing, the height and properties of embankments, and the strength of geosynthetics. The efficiency decreases with increasing the pile spacing, while it increases with the height and internal friction angle of embankment fills, and the strength of geosynthetics. These results of analyses show the proposed analysis method is resonable to estimate the soil arching in GRPS embankment systems.

Performance Improvement Using Real-Time Detection of Time-Variant Load Impedance of the Receiver in Wireless Power Transfer System (시간에 따라 변하는 수신단 부하 임피던스의 실시간 검출을 통한 무선 전력 전송시스템의 성능 개선)

  • Jang, Hyeong-Seok;Tae, Hyun-Sung;Kim, Kwang-Seok;Yeo, Tae-Dong;Oh, Kyoung-Sub;Yu, Jong-Won
    • The Journal of Korean Institute of Electromagnetic Engineering and Science
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    • v.25 no.6
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    • pp.679-689
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    • 2014
  • In this paper, an analysis of the effect of time-variant reflected impedance and its detection method on wireless power transfer(WPT) systems are presented. The reflected resistance at WPT systems is very important parameter as it indicates how well matched antenna is and will exhibit high efficiency. Proposed detection method is based on transmitter current variation analysis with respect to frequency sweep. Using the proposed design method, a wireless power transfer system operating at the frequency of 125 kHz, is design and detect reflected impedance variation. The proposed design method provides good agreements between measured and simulated results. Therefore, The proposed detecting method provides a nonintrusive method to detect harmful object in WPT system.

Efficiency evaluation and characteristics of receiver coil under different inserted resonance coils in wireless power charging system for MAGLEV

  • Chung, Yoon Do;Jeon, Haeryong
    • Progress in Superconductivity and Cryogenics
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    • v.20 no.1
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    • pp.23-27
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    • 2018
  • As the wireless power transfer (WPT) technology based on strongly resonance coupled method realizes large power charging without any wires through the air, there are advantages compared with the wired counterparts, such as convenient, safety and fearless transmission of power. From this reason, the WPT systems have started to be applied to the wireless charging for various power applications such as train, underwater ship, electric vehicle. This study aims for the effect and characteristics of different inserted resonance coil between Tx and Rx coils for charging system of superconducting magnetic levitation (MAGLEV) train. The transfer efficiency and effect are evaluated with helix type, rectangular type copper resonance coil, and HTS resonance coil under bulb and HTS magnet load, respectively. The input power is adapted with radio frequency (RF) power of 370 kHz below 500 W.

Three-Dimensional Beat Transfer Analysis on Tilting-Pad Thrust Bearings (3차원 열전달을 고려한 틸팅패드 스러스트 베어링의 해석)

  • Kim Ho-Jong;Choi Sung-Pil;Ha Hyun-Chun
    • Tribology and Lubricants
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    • v.22 no.4
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    • pp.173-181
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    • 2006
  • In the present study, we developed a numerical analysis software to predict performance of tilting-pad thrust bearings. The finite element method was adopted to compute lubricant film pressure and temperature. Three-dimensional heat transfer equations were solved simultaneously for the lubricant film, pad, and runner. Groove temperature was assumed with two different models. From application of the software to a thrust bearing, it has been seen that the three-dimensional analysis predicts higher temperature than the average temperature analysis. It has also been found that the groove model with a hot-oil-carry-over factor predicts higher temperature.

Radiation Heat-Transfer Coefficient of the Indoor Surface in Ondol Heating Space (온돌난방공간(溫突暖房空間)의 내표면(內表面) 복사열전달률(輻射熱傳達率)에 관(關)한 연구(硏究))

  • Sohn, J.Y.;Ahn, B.W.;Shin, Y.T.
    • The Magazine of the Society of Air-Conditioning and Refrigerating Engineers of Korea
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    • v.17 no.5
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    • pp.598-606
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    • 1988
  • The radiation heat-transfer coefficient is generally used to calculate radiant heat exchange of heating space. The coefficient is evenly adopted in most cases, but it is not correct in actual cases. The purpose of this paper is to grasp the changing aspect of radiation heat-transfer coefficient needed for heating load calculation of radiant heating space. Surface temperatures are measured in an Ondol space, and the coefficients are derived and examined. Gebhart's Absorption Factor Method is used for the calculations of the rates of instantaneous radiant exchange in the room. As the result, it is confirmed that the coefficients are variant according to surface temperatures, and proper coefficients are needed for each of conditions.

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A Study on the Characteristics of Heat Transfer in Heat Pipe with Composition Wick of Screwed Groove - Metallic Mesh (나선형그루브-금망의 복합윅을 갖는 히이트파이프의 전열특성에 관한 연구)

  • Chang, Young-Suk;Lee, Young-Soo;Seoh, Jeong-Il
    • The Magazine of the Society of Air-Conditioning and Refrigerating Engineers of Korea
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    • v.15 no.3
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    • pp.273-282
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    • 1986
  • The purpose of this research was to study the characteristics of heat transfer in Heat Pipe which used the composition wick of screened groove - metallic mesh by ADI method and experimental results. As the results, the more than number of metallic mesh screen layers in a heat pipe increased, the fewer the effect of heat recovery decreased. In case of 1 - layer metallic mesh screen wick, the response of the effect in heat recovery was more rapidly showed than in case of other layers and in spite of high load, the evaporation section of Heat pipe with 1 - layer metallic mesh screen wick showed the stable response and did not show excessive super heat. There was a interrelation between thermal resistance and the variable layers, between thermal resistance and the variable gaps of metallic meshes, the heat transfer characteristics of Heat pipe were depended on the thermal resistance of composition wick.

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Reynolds Number Dependence of Bearing Performance

  • Kim E.
    • 한국전산유체공학회:학술대회논문집
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    • 1997.10a
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    • pp.149-154
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    • 1997
  • Based on the full Navier-Stokes solutions, the thermohydrodynamic performance of a long journal bearing is investigated. A numerical method based on Galerkin's procedure and B-spline test functions has been presented for solving two-dimensional problems involving fluid flow and heat transfer. For numerical stability the artificial compressibility is employed to the conservation of mass. The discretized algebraic equations are solved by Newton's method. Effects of varying the speed of an inner cylinder to load carrying capacity are investigated. The results indicated that the increase of the speed of an inner cylinder has a significant effect on the temperature profile and ultimately on the performance.

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Analysis of Group Walking Loads by System Identification of Building Structures (건축구조물의 시스템 식별을 통한 무리보행의 해석)

  • 김태호;민경원;이동근
    • Proceedings of the Earthquake Engineering Society of Korea Conference
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    • 2003.03a
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    • pp.267-274
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    • 2003
  • The objective of this study is to estimate the frequency characteristics of group walking loads based on the information of measured responses. At first, dynamic properties such as natural frequencies and modes are obtained from input/output relation for building structures by heel drop test. Second, a method to estimate group walking loads by the transfer functions from measured responses to group walking loads is proposed. The method turned out to estimate the group walking loads accurately. Higher modes could be important in estimating the amplitude of group walking loads with the information of single walking load.

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