• Title/Summary/Keyword: failure line

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A Study on the Correlation of Oil Drain and Engine Tilting Angle (오일 드레인과 엔진경사각도간의 상관관계)

  • Kim, Dae-Yeol;Park, Pyong-Wan
    • Transactions of the Korean Society of Automotive Engineers
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    • v.19 no.5
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    • pp.51-57
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    • 2011
  • Parametric studies based on analysis of lubrication system of a four cylinder gasoline engine are illustrated system in this paper. In development process of engine lubrication system, parts of failure cases are related with oil pull over and oil churning phenomenon. The crankcase & head system pressure by oil churning phenomenon are gradual increased. It cause oil pull over phenomenon at engine breather line and oil over-consumption. In order to improve oil reduction and oil pull over phenomenon are also considered in the developing state. For this study, the characteristics of engine lubrication system are measured at various tilting angle and drain hole sizes. In addition, the oil flow & oil quantity are tested by blow by meter and catch jar. Results are presented to stabilize the oil supply system at sever driving condition. The data from present study are available for the engine lubrication system.

The measurement and evaluation of local scour at a bridge pier using the profiling scour monitoring system (프로파일링 세굴 모니터링 시스템을 이용한 교각 국부세굴 계측 및 평가)

  • Shin, Jong-Hyun;Park, Hyun-Il;Shin, Seung-Hyun;Park, Kyung-Soo
    • Proceedings of the Korean Geotechical Society Conference
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    • 2009.03a
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    • pp.38-47
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    • 2009
  • Scour means the erosion of bed material by flow change when a bridge is constructed in a stream. Scour is one of the critical factors of a bridge failure. There are several methods for the monitoring of scour near bridge foundations; Sounding rods, Magnetic sliding collar System, Sonar system, underwater camera system and so on. In general, Sonar system is preferred due to its convenience and good accuracy. In this study, the new scour monitoring system was developed using profiling sonar sensor. The new system can measure a line profile of a seabed and has small size due to the effectively designed data logger. The performance of the new scour monitoring system was evaluated at a bridge pier in tidal environment. The measured local scour depths were discussed with the result of the empirical formulas; CSU, Froehlich, Laursen and Neill.

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A Case Study on Cut Slope Failure due to the Geomorphological Factor (지형요인에 의한 절토사면 붕괴사례)

  • Kim, Seung-Hyun;Choi, Ji-Yong;Rhee, Jong-Hyun;Lee, Jung-Yup;Koo, Ho-Bon
    • Proceedings of the Korean Geotechical Society Conference
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    • 2009.03a
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    • pp.1161-1170
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    • 2009
  • The Roads in Gangwon Province generally was made on purpose to use the military road. In case of these roads, tremendous dangerous cut slopes do exist and its road linear shape was badly designed. In order to make up for this situation, the government has continuously established the new road or performed the public works such as the straight line of the curved road. Soksil 2 cut slope was made through the road improvement work. This has small surface failures and collapses. In spite of dry season, this slope are leaking lots of groundwater at the unbelievable point. So as to get curious phenomenon right, we performed a detailed field investigation, the geomorphological analysis, the stability analysis considering field characteristic and ultimately proposed the countermeasure to make sure stability of Sokil 2 cut slope.

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Evaluation Method of Frost Heave for Unsaturated Soils (불포화 지반의 동결 팽창율 예측을 위한 기법 연구)

  • Kang, Jae-Mo;Kim, YoungSeok;Lee, Jangguen
    • Journal of the Korean Geosynthetics Society
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    • v.12 no.1
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    • pp.93-100
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    • 2013
  • Frost heave occurs when ground temperature decreases under $0^{\circ}C$ and soil volume expands, which causes roadway and buried pipe line failure due to differential heaving. There are several models to predict volumetric strain caused by frost heave, but they requires expertises who have professional background and experience related to numerical analysis. This study presents an evaluation method to predict volumetric strain caused by frost heave with fundamental physical properties of soils. The evaluation method is assessed with experimental results.

A Divece for Reducing the Zero phaze Harmonics of Neutral Line of Power Facility (전기수용설비의 중성선 영상분고조파전류저감장치)

  • Kang, Chang-Won;Choi, Gil-Soo;Han, Sung-Bae;Kim, Bum-Soo;Chung, Yeon-Hae;Lee, Ki-Cheol
    • Electric Engineers Magazine
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    • v.228 no.8
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    • pp.43-48
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    • 2001
  • Wide use of non-linear loads such as personal computers, monitors, laser printers, variable speed drives, UPS systems and other electronic equipment have led to harmonics becoming #1 issue in the electrical industry today. Commercial and Industrial building power distribution systems, designed for the old, linear-style loads especially when found in high densities. Some common power system problems include overloaded neutral conductors, overheated distribution transfOlmers, high neutral-to-ground voltage, poor power factor and distortion of the voltage waveform supplying these loads. The power quality problems, particularly high voltage distortion, have been known to cause equipment downtime due to malfunctions and component failure.

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Assessment of Insulation Aging in 6.6 kV Class High Voltage Motor Stator Windings (6.6 kV급 고압전동기 고정자 권선의 절연열화 평가)

  • Kim, Hee-Dong;Kim, Byong-Han
    • Journal of the Korean Institute of Electrical and Electronic Material Engineers
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    • v.19 no.11
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    • pp.1067-1071
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    • 2006
  • Prior to destructive testing, diagnostic tests were performed in ten high voltage motors. Diagnostic tests included polarization infer, ac current, dissipation factor$(tan{\delta})$ and partial discharge magnitude. The rewind of motet slater insulation at rated voltage is assessed by the results of these tests. After completing the diagnostic tests, the stator windings of motors were subjected to gradually increasing ac voltage, until the insulation punctured. No. 8 motor failed near rated voltage of 19.0 kV. The breakdown voltage of No. 4 motet was 7.0 kV which is lower that expected for good quality coils in 6.6 kV class motors. The failure was located in a line-end coil at the exit from the core slot. These two motors began operation in 1994. While testing No. 7 motor, flashover occurred between the stator winding and the stator frame at 15 kV. The relationship between the diagnostic test and the drop in insulation breakdown voltage was analyzed.

ESTIMATION OF LEAK RATE THROUGH CIRCUMFERENTIAL CRACKS IN PIPES IN NUCLEAR POWER PLANTS

  • PARK, JAI HAK;CHO, YOUNG KI;KIM, SUN HYE;LEE, JIN HO
    • Nuclear Engineering and Technology
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    • v.47 no.3
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    • pp.332-339
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    • 2015
  • The leak before break (LBB) concept is widely used in designing pipe lines in nuclear power plants. According to the concept, the amount of leaking liquid from a pipe should be more than the minimum detectable leak rate of a leak detection system before catastrophic failure occurs. Therefore, accurate estimation of the leak rate is important to evaluate the validity of the LBB concept in pipe line design. In this paper, a program was developed to estimate the leak rate through circumferential cracks in pipes in nuclear power plants using the Henry-Fauske flow model and modified Henry-Fauske flow model. By using the developed program, the leak rate was calculated for a circumferential crack in a sample pipe, and the effect of the flow model on the leak rate was examined. Treating the crack morphology parameters as random variables, the statistical behavior of the leak rate was also examined. As a result, it was found that the crack morphology parameters have a strong effect on the leak rate and the statistical behavior of the leak rate can be simulated using normally distributed crack morphology parameters.

Analysis on Insulation and Protection Characteristics of Grid Connected ESS in Ground/Short-Circuit Fault (지/단락실증시험에서 MW급 계통연계형 ESS 절연/보호시스템 성능 분석에 관한 연구)

  • Kim, Jin-Tae;Lee, Seung-Yong;Park, Sang-Jin;Cha, Han-Ju;Kim, Soo-Yeol
    • KEPCO Journal on Electric Power and Energy
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    • v.6 no.2
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    • pp.119-122
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    • 2020
  • With recent ESS (Energy Storage System) fire accident, the fault protection performance is becoming more important. However, there has never been any experiments with the protection performance on the faults in the ESS system level. In this study, the effect of AC ground fault and IGBT (Insulated Gate Bipolar mode Transistor) short-circuit failure on MW class ESS was performed experimentally for the first time in the world. First of all, the effect of the AC single line ground fault on battery was analyzed. Moreover, the transient voltage was investigated as a function of the battery capacity and the power level. Finally, the breaking capability and insulation performance of ESS were examined under PCS short-circuit fault condition. Through the tests, it was found that ESS protection system safely blocked the faulty current regardless of the faults, whereas the electronic parts such as IGBT and MC (Magnetic Contactor) were broken by the fault current. Also, the electrical breakdown in ESS resulted from the transient voltage during the protection process.

Characteristics of Behavior of the Soft Roadbed through Long-Term Instrumentation on the Field Test (운행선상의 연약노반 시험부설구간에서의 장기계측을 통한 거동 특성)

  • Lee Jin-Wook;Choi Chan-Yong;Lee Sung-Hyok;Lee Cnang-Youl
    • Proceedings of the KSR Conference
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    • 2004.10a
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    • pp.1058-1064
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    • 2004
  • As one of reinforcing methods for soft roadbed, the problems that mud-pumping and settlement occurred by soft roadbed, were investigated, evaluated and analyzed through installing relatively economical and efficient geosynthetics on the selected track-bed for testing. Mock-heang to Dong-ryang on the filed resting sections in the Chung-buk lines were selected as investigating the state of track and prepared field after selecting three of 1,700 spots which often make mud-pumping and requiting maintenance for that. Long curved line radiuses(R) of Mock-heang to Dong-ryang are 500m that were installed with 4 types of geosynthetics layers and one ballast layer. Installed testing cross-section is 200m totally with 40 m between places. Strength or prepared roadbed was measured to investigate the state of roadbed and track with constructing(installing) field testing sections and physical properties of roadbed soils were evaluated and analyzed. Also, mud-pumping, settlement of elastic or plastic sleeper, failure or track, wheel-loads, transverse and earth pressures were measured after installing field testing sections.

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Stress analysis of non carious cervical lesion and cervical composite resin restoration (지상강좌 1 - 비우식성 치경부병소와 치경부 복합레진수복의 응력분석)

  • Park, Jeong-Kil
    • The Journal of the Korean dental association
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    • v.48 no.4
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    • pp.297-307
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    • 2010
  • Noncarious cervical lesions(NCCLs) are characterized as structural defects found on the tooth surface of the cement-enamel junction. Loss of tooth structure through noncarious mechanisms may vary in etiology and clinical presentation for each individual but presently many clinician now classify this as tooth failure of abfraction due to the stress applied in the cervical area of the tooth under oral physiological and pathological loads. In the current study, we investigated the stress distribution of maxillary premolar with NCCL using simulated 3D finite element analysis. The results were as follows: 1. In the sound maxillary premolar, the stresses were highly concentrated at cervical enamel surface of the mesiobuccal line angle, asymmetrically. 2. Once the lesion has been formed, the highest stress concentration was observed around the apex of the wedge shaped lesion. 3. In four types of NCCL, the patterns of stress distribution were similar and the peak stress was observed at mesial corner and also stresses concentrated at lesion apex. 4. Lesion cavity modification of rounding apex, reduced stress of lesion apex. 5. When restoring the notch-shaped lesion, material with high elastic modulus worked well at the lesion apex and material with low elastic modulus worked well at the cervical cavosurface margin.