• 제목/요약/키워드: failure condition

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소형 모사 장비의 데이터를 이용한 선박용 전기 추진 모터의 고장 유형별 진동 신호의 분류 (Classification of Vibration Signals for Different Types of Failures in Electric Propulsion Motors for Ships Using Data from Small-Scale Apparatus)

  • 유승열;장준교;전민성;이재철;강동훈;이순섭
    • 대한조선학회논문집
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    • 제60권6호
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    • pp.441-449
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    • 2023
  • With the enforcement of environmental regulations by the International Maritime Organization, the market for eco-friendly ships is expanding, and ships using electric propulsion devices are emerging as a promising solution. Many studies have been conducted to predict the failure of ships, but most of them are mainly research on the main diesel engine of ships. As the ship's propulsion method changes, new data is needed to predict the failure of electric propulsion ships. In this paper aims to analyze the failure characteristics of the electric propulsion system in consideration of the difference in the type of failure between the internal diesel engine and the electric propulsion system. The ship's propulsion unit assumed a DC motor and a signal pattern for normal conditions and general failure modes, but the failure record of the electric propulsion device operated on the actual ship was not available, so it generated a failure signal for small electric motor equipment to identify the failure signal. Assuming unbalance, misalignment, and bearing failure, which are the primary failure modes of the ship's electric motor, a failure signal was generated using a "rotator vibration data generator," and the frequency band, size, and phase difference of the measured vibration signal were analyzed to analyze the characteristics of each failure condition. Finally, the characteristics of each failure condition were identified so that the signals according to the failure type could be classified.

와이블 분포로 열화하는 시스템의 상태에 기초한 정비모형 (A Condition Based Maintenance Model for Systems with Weibull Distributed Deterioration)

  • 공명복;박일광
    • 대한산업공학회지
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    • 제33권1호
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    • pp.70-75
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    • 2007
  • This paper discusses condition based preventive replacement for deteriorating systems. The system continuouslydeteriorates in time and fails at any deterioration level which is always monitored, It is replaced at failure or atsome deteriorated level preventively before failure. The deterioration process is represented by a Weibulldistribution with a time-linear scale parameter. The cost rate function is formed considering replacement costand opportunity loss cost and deterioration dependent failure distribution, If the system has an increasingdeterioration dependent failure rate, the optimal deterioration level for preventive replacement can be determinedfrom minimizing the cost rate. An illustrative example is given for a Weibull deterioration dependent failuredistribution.

베이즈 정리를 이용한 부품 또는 서브시스템의 고장 확률 계산 (Probability Calculation of Component or Subsystem Failure used by Bayes Formula)

  • 이성철
    • 대한안전경영과학회지
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    • 제3권2호
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    • pp.123-131
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    • 2001
  • Reliability calculation of a system is frequently required in industrial, military, and everyday life situations. For such a calculation, it is necessary to specify the configuration of components and subsystems, the failure mode of each component, and the states in which the system is classified as failed. In this paper, we are primary interested in the time to the first failure of a system. And we discuss failure probability of coherent system under various condition, especially focus on probability calculation of subsystem failure before system failure used by Bayes formula. Problem statement and general applications illustrated by several examples.

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정적 반복하중을 받는 노후된 철근콘크리트 T형교의 파괴해석 (Failure Analysis of Deteriorated Reinforced Concrete T-Girder Bridge Subject to Cyclic Loading)

  • 송하원;송하원;변근주
    • 콘크리트학회지
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    • 제10권6호
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    • pp.291-301
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    • 1998
  • 본 논문은 공용년수가 오래되어 노후화된 철근콘크리트 교량의 파괴가지의 거동에 예측하기 위한 비선형 파괴해석 모델링 기법이 개발에 관한 연구이다. 본 논문에서는 비선형파괴해석을 위해철근부식으로 인하여 철근주변 콘크리트의 열화를 고려한 인장경화모델을 제안하였으며 교량의 노후화된 지점조건을 고려할 수 있는 지점 모델링 기법을 제안하였다. 제안된 모델을 사용하여 반복하중을 받는 노후화된 철근콘크리트 T형 교량이 파괴될 때까지의 2차원 및 3차원 파괴해석을 수행하였으며 파괴시험으로부터 분석된 교량의 파괴거동과 비교하였다. 해석결과와 실험결과의 비교로부터 본 논문의 모델링기법이 노후화된 교량의 파괴해석에 유용하게 사용될 수 있으며 노후화된 지점조건의 모델링이 교량의 강도평가에 매우 큰 영향을 주는 것을 규명하였다.

마루운동 제자리 뒤공중돌기 동작의 운동학적 분석 (Kinematical Analysis of the Back Somersault in Floor Exercise)

  • 정남주
    • 한국운동역학회지
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    • 제17권2호
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    • pp.157-166
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    • 2007
  • This study was to compare the major kinematic factors between the success and failure group on performing the back somersault motion in floor exercise. Three gymnasts(height : $167.3{\pm}2.88cm$, age : $22.0{\pm}1.0years$, body weight : $64.4{\pm}2.3kg$) were participated in this study. The kinematic data was recorded at 60Hz with four digital video camera. Two successful motions and failure motions for each subject were selected for three dimensional analysis. 1. Success Trail It was appear that success trail was larger than failure group in projection velocity, but success trail was smaller than failure trail in projection angle. Also it was appear that success trail was longer than failure group in the time required. Hand segment velocity and maximum velocity in success trail were larger than those in failure trail, and this result was increasing the projection velocity and finally increasing the vertical height of center of mass. At the take-off(event 2), flection amount of hip and knee joint angle was contributed to the optimal condition for the take-off and at the peak point, hip and knee joint angle was maximum flexed for reducing the moment of inertia. Also in this point, upper extremities of success trail extended more than those of failure trail. in this base, success trail in upward phase(p3) 2. Failure Trail It was appear that failure trail was smaller than success trail in projection velocity, but failure trail was larger than success trail in projection angle. Also it was appear that failure trail was more short than success trail in the time required. Hand segment velocity and maximum velocity in failure trail were smaller than those in success trail, and this result was reducing the projection velocity and finally reducing the vertical high of center of mass. At the take-off(event 2), flection amount of hip and knee joint angle wasn't contributed to the optimal condition for the take-off and at the peak point, hip and knee joint angle wasn't maximum flexed for reducing the moment of inertia. Also in this point, upper extremities of failure trail didn't extended more than those of success trail.

터널 숏크리트 라이닝 파괴 메커니즘에 대한 수치해석적 고찰 (Numerical Study on Failure Mechanism of Tunnel Shotcrete Lining)

  • 신휴성;신동인;배규진;김동규
    • 한국지반환경공학회 논문집
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    • 제10권7호
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    • pp.167-177
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    • 2009
  • 본 연구에서는 터널 붕괴붕락의 유형 중 국부 암괴하중에 의한 숏크리트 라이닝의 파괴특성을 유한요소 해석을 통해 고찰하였다. 우선, 기존 터널 라이닝 파괴특성을 보다 체계적으로 파악하기 위하여 암반과 숏크리트체 강성비와 부착강도의 특성에 변화를 주어 총 9가지의 조건을 설정하였다. 각 조건에 대한 블록낙하실험(falling block test)환경에서 수치해석을 수행하여 파괴양상을 고찰해 보고 기존의 이론적 파괴 메카니즘과 비교/평가하여 보았다. 결과적으로, 기존 문헌에서 언급된 4가지 파괴모드(점착파괴(adhesive failure), 직접전단파괴(direct shear failure), 휨인장파괴(flexural failure) 및 휨전단파괴(punching shear failure))가 모두 구현되긴 하였으나, 점착파괴는 항상 타 파괴유형과 동반되어 나타나며, 별도의 파괴유형으로 분류하는 것은 부적절하다고 판단되었다. 또한 기존 관련 연구에서는 터널공학의 주요개념인 아칭효과에 대해 고려치 않고 단순보 개념하에서 라이닝의 파괴특성을 고찰하였으며, 굴착에 의해 부가되는 라이닝의 초기 축력을 고려치 않고 있다. 이에 대해 터널특성에 부합된 경계조건들을 고려하여 신규 라이닝 파괴모드를 재 고찰하였으며, 곡률이 있는 터널 라이닝조건에서는 크게 두 가지 파괴유형으로 분류할 수 있는 것으로 파악되었다.

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파손압력모델의 경계조건을 이용한 매설배관의 파손확률 평가 (Estimation of Failure Probability Using Boundary Conditions of Failure Pressure Model for Buried Pipelines)

  • 이억섭;김의상;김동혁
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2003년도 춘계학술대회
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    • pp.310-315
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    • 2003
  • This paper presents the effect of boundary condition of failure pressure model for buried pipelines on failure prediction by using a failure probability model. The first order Taylor series expansion of the limit state function is used in order to estimate the probability of failure associated with various corrosion defects for long exposure periods in years. A failure pressure model based on a failure function composed of failure pressure and operation pressure is adopted for the assessment of pipeline failure. The effects of random variables such as defect depth, pipe diameter, defect length, fluid pressure, corrosion rate, material yield stress, material ultimate tensile strength and pipe thickness on the failure probability of the buried pipelines are systematically studied by using a failure probability model for the corrosion pipeline.

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실험계획법을 이용한 기계구조용 특수강의 손상상태 예측 (Prediction of Failure Condition for Aloy Seel for Mchine Sructural Use by Design of Experiment)

  • 배효준;이상재;김영희;박흥식
    • 한국윤활학회:학술대회논문집
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    • 한국윤활학회 2004년도 학술대회지
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    • pp.316-322
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    • 2004
  • Wear volume was used generally to analyze the moving state of lubricated machine. But It is difficult of getting the correct wear volume because wear volume of it is progressed always unstably with a large amplitude on working condition. If correct analysis of wear volume on working condition for lubricated machine can be possible, it can be effect on diagnosis of failure condition. The purpose of this study is carried out to analysis friction factors affecting on wear volume for prediction of failure condition of alloy steel for machine structural use by design of experiment. The results show that the most important friction factors affecting on wear volume was applied load, neat sliding distance, sliding speed and materials.

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마모발생의 통합 분석을 통한 대형 기계 윤활 시스템의 상태진단기술 적용 (Condition Monitoring Technology for Plant Machinery System Based on Integrated Wear Monitoring)

  • 윤의성;장래혁;공호성;한흥구;권오관;송재수;김재덕;엄형섭
    • Tribology and Lubricants
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    • 제14권2호
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    • pp.75-81
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    • 1998
  • Condition monitoring technology was applied for an air compressor lubricating system to achieve a proactive maintenance, which could prevent a catastrophic failure and detect root causes of the conditional failure of the system. For this work, various types of wear monitoring technology were used and compared with the results of vibration and temperature measurements. The Results generally showed that every technology has a limitation to failure detection, and integrated-based condition monitoring should be performed for the best results. In this work, an idea for the implementing integrated wear monitoring was suggested and demonstrated.

1축 및 2축 압축을 받는 고강도콘크리트 및 강섬유보강 고강도콘크리트의 거동 (Behavior of Plain and Steel Fiber Reinforced High Strengh Concrete Under Uniaxial and Biaxial Compression)

  • 임동환;박성환
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2005년도 추계 학술발표회 제17권2호
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    • pp.5-8
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    • 2005
  • The purpose of this study is to investigate the mechanical characteristics of plain and steel fiber high strength concrete under uniaxial and biaxial loading condition. A number of plain and steel fiber high strength concrete cubes having 28 days compressive strength of 82.7Mpa (12,000psi) were made and tested. Four principal compression stress ratios, and four fiber concentrations were selected as major test variables. From test results, it is shown that confinement stress in minor stress direction has pronounced effect on the strength and deformational behavior. Both of the stiffness and ultimate strength of the plain and fiber high strength concrete increased. The maximum increase of ultimate strength occurred at biaxial stress ratio of 0.5 in the plain high strength concrete and the value were recorded 30 percent over than the strength under uniaxial condition. The failure modes of plain high strength concrete under uniaxial compression were shown as splitting type of failure but steel fiber concrete specimens under biaxial condition showed shear type failure.

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