• Title/Summary/Keyword: Field behavior

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Prediction of Hot Gas Behavior in High Voltage Self-blast Circuit Breaker (초고압 복합소호 차단부의 열가스 거동 예측)

  • Kim, Jin-Bum;Yeo, Chang-Ho;Seo, Kyoung-Bo;Kweon, Ki-Yeoung;Lee, Hahk-Sung
    • Proceedings of the KSME Conference
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    • 2007.05b
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    • pp.2494-2499
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    • 2007
  • Self-blast circuit breakers utilize the energy dissipated by the arc itself to create the required conditions for arc quenching during the current zero. The high-current simulation provides information about the mixing process of the hot PTFE cloud with $SF_6$ gas which is difficult to access for measurement. But it is also hard to simulate flow phenomenon because the flow in interrupter with high current, $SF_6$-PTFE mixture vapor and complex physical behavior including radiation, calculation of electric field. Using a commercial computational fluid dynamics(CFD) package, the conservation equation for the gas and temperature, velocity and electric fields within breaker can be solved. Results show good agreement between the predicted and measured pressure rise in the thermal chamber.

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An Experimental Study on the Analysis of Behavior Characteristics of the NDB Soil Nailing System (NDB 쏘일네일링 시스템의 거동특성 평가에 관한 실험적 고찰)

  • 김홍택;정성필;박시삼;전경식
    • Proceedings of the Korean Geotechical Society Conference
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    • 2003.03a
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    • pp.521-528
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    • 2003
  • In this study, a newly modified soil nailing technology called as the NDB(New Down and Board) soil nailing system is introduced. To improve the trafficability, workability, and economical efficiency, SMC(Sheet Molding Compound) board is adopted instead of using the concrete block facing. The SMC board has a distinct advantage of showing a fine view by directly coating with any kind of environmental photos. Composite material properties of the SMC board and cement grout are distinguished features of the NDB soil nailing system. In the present study, both laboratory tests(bending and punching failure tests) and field pull-out tests are carried out to analyze the behavior characteristics of the NDB soil nailing system, including the stress and strain distribution.

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Deformation Behavior and Reinforcement Design of a Tunnel Excavated in Weak Rock by the NATM (연약암반에 굴착되는 NATM 터널의 변형거동과 보강설계)

  • 서영호;이정인
    • Tunnel and Underground Space
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    • v.3 no.2
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    • pp.132-141
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    • 1993
  • Laboratory and field tests were performed to find out the effectiveness of ground improvement by grouting for an urban subway tunnel that was excavated in weak rock by the NATM. Field measurements were carried out to monitor the behavior of rock mass around the tunnel and to ensure the validity of the current design of the distance form the measuring points to the tunnel face. The final converged displacement and the peroid were predicted using the gamma function. It was found that the ground improvement in terms of reduced permeability and increased stength in the self-supportability of the excavation face enabled the NATM applied in poor gorund. As the result of applying the gamma function to the predicting of displacement, the final displacement including the preceding one and the converged period could be approximately predicted at the early excavation stage.

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Evaluation of Dynamic Behavior of Rail Joints on Personal Rapid Transit Track (소형무인경전철(PRT)궤도 레일이음매의 동적거동 분석)

  • Choi, Jung-Youl;Kim, Jun-Hyung
    • Journal of the Korean Society of Safety
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    • v.31 no.5
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    • pp.89-94
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    • 2016
  • The objective of this study was to estimate the dynamic behavior of a personal rapid transit(PRT) track system using a rail of rectangular tube section and a rail joint of sliding type, and to compare the results with the normal rail and rail joint of a PRT track system by performing field measurements using actual vehicles running along the service lines. The measured vertical displacement of rail and sleeper, and vertical acceleration of rail for the normal rail and rail joint section were found to be similar, and the rail joint of sliding type satisfied the design specifications of the track impact factor for a conventional railway track. The experimental results showed that the overall dynamic response of the rail joint were found to be similar to or less than that of the normal rail, therefore the rail joint of sliding type for PRT track system was sufficient to ensure a stability and safety of PRT track system.

Study of Electron Injection of Pentacene Field Effect Transistor with Au Electrodes by C-V and SHG Measurements

  • Lim, Eun-Ju;Manaka, Takaaki;Tamura, Ryosuke;Ohshima, Yuki;Iwamoto, Mitsumasa
    • Transactions on Electrical and Electronic Materials
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    • v.9 no.4
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    • pp.151-155
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    • 2008
  • Using pentacene field effect transistors (FETs) with Au source and drain electrodes, electron injection from the Au electrodes into the pentacene was investigated. The capacitance-voltage (C-V) and optical second harmonic generation (SHG) measurements were employed. Electron injection from the Au electrodes was suggested by the hysteresis behavior with the C-V characteristics and slowly decaying SHG signal under DC biasing, A mechanism of hole-injection assisted by trapped electrons is proposed. To confirm electron injection process, light-emitting behavior under the application of AC applied voltage was observed.

PERIOD CHANGES OF 23 FIELD RR LYRAE STARS

  • Rey, Soo-Chang;Lee, Young-Wook
    • Journal of Astronomy and Space Sciences
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    • v.11 no.2
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    • pp.154-164
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    • 1994
  • The secular period behavior of 23 field RR Lyrae stars is studied in order to determine if the observed period changes could be attributed, at least in the mean, to stellar evolution. The sample of stars is subdivided into two Oosterhoff groups based on the metallicity and period-shift. Despite the small sample size, we found a distinct bias toward positive period changes in the group II variables. The period changes of the group I variables, however, are small and in the mean near zero. This is consistent with the behavior predicted by the recent evolutionary models, as was the case for the variables in globular clusters. This provides yet another support for the Lee, Demarque, and Zinn (1990) evolutionary models of RR Lyrase stars and their explanation of the Sandage period-shift effect.

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Diffusional Behavior of Rodlike Poly(${\gamma}-benzyl$ L-glutamate) in Concentrated Solution as Studied by the Field-Gradient $^{1}H$ NMR Methods

  • Kuroki, Shigeki
    • Proceedings of the Polymer Society of Korea Conference
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    • 2006.10a
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    • pp.345-345
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    • 2006
  • It is well known that poly(glutamate)s with long n-alkyl side chains form thermotropic liquid crystalline state by melting of the side-chain crystallites and also poly(glutamate)s such as poly(${\gamma}-benzyl\;L-glutamate$ )(PBLG), poly(${\gamma}-n-alkyl\;L-glutamate$), etc. in solvent form the isotropic, biphasic and liquid crystalline phases which contains cholesteric and columnar liquid crystalline forms depending on the polypeptide concentration. Although there is no diffusion study for PBLG in liquid crystalline state, because it is difficult to observed $^{1}H$ spectrum of PBLG in liquid crystalline state for its very short $^{1}H\;T_{2}$. In this study, the diffusional behavior of rodlike PBLG in concentrated solution is successfully elucidated as studied by the field-gradient $^{1}H$ NMR methods.

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Behavior of Integrated Column and Foundation by Field Load Tests (기초와 기둥 통합구조물의 현장시험 및 거동)

  • Yoon, Yeo-Won;Kim, Keun-Soo;Min, Kwang-Hong;Lee, Young-Ho;Kim, Dae-Hak
    • Proceedings of the Korean Geotechical Society Conference
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    • 2010.03a
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    • pp.1073-1076
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    • 2010
  • Shallow foundations of various columns such as traffic signs, CCTVs, traffic lights, street lights, steel telephone poles and so on are made by cast-in-situ concrete method. However, typical cast-in-situ method has many problems because of the long duration of construction, occupation of sidewalks and low strength of the concrete after curing. In order to solve the problems, field load tests for the prefabricated DSF foundation made by combination of column and foundation was conducted to know load-deformation behavior by torsional tests.

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Field Measurements of Wave Directionality in Water of Finite Depth

  • Memos, Constantine;Ziros, Athanassios
    • Ocean and Polar Research
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    • v.25 no.4
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    • pp.437-446
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    • 2003
  • Field measurements of directional waves were carried out during the summer of 2002 at two coastal sites in water of finite depth. A couple of general purpose instruments were used employing acoustic Doppler technology. The aim of the study was to investigate the spatial behavior of the directional movement of waves as they come ashore. In total,74 tests were carried out during which sea states of low to moderate intensity were recorded. A great number of these runs displayed bimodal characteristics of the spreading function at high frequencies. It was found that in general, the frequency-integrated directional width tends to broaden as the water shoals and when refraction effects are negligible. This is attributed to wave-wave interactions that become pronounced in shallow water. The same directional width showed, also, a tendency to increase with increasing peak frequency of the sea state spectrum. The behavior of the kurtosis of the spreading function was also examined. It was found that for higher frequencies this index tends to increase in wave spectra above a certain sea severity threshold.