• 제목/요약/키워드: System Failure

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웹 기반의 도시철도 전문가시스템 개발에 관한 연구 (A Study on the Development of Web-based Expert System for Urban Transit)

  • 김현준;배철호;김성빈;이호용;김문현;서명원
    • 한국자동차공학회논문집
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    • 제13권5호
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    • pp.163-170
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    • 2005
  • Urban transit is a complex system that is combined electrically and mechanically, it is necessary to construct maintenance system for securing safety accompanying high-speed driving and maintaining promptly. Expert system is a computer program which uses numerical or non-numerical domain-specific knowledge to solve problems. In this research, we intend to develop the expert system which diagnose failure causes quickly and display measures. For the development of expert system, standardization of failure code classification system and creation of BOM(Bill Of Materials) have been first performed. Through the analysis of failure history and maintenance manuals, knowledge base has been constructed. Also, for retrieving the procedure of failure diagnosis and repair linking with the knowledge base, we have built RBR(Rule Based Reasoning) engine by pattern matching technique and CBR(Case Based Reasoning) engine by similarity search method. This system has been developed based on web to maximize the accessibility.

2D and 3D numerical analysis on strut responses due to one-strut failure

  • Zhang, Wengang;Zhang, Runhong;Fu, Yinrong;Goh, A.T.C.;Zhang, Fan
    • Geomechanics and Engineering
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    • 제15권4호
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    • pp.965-972
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    • 2018
  • In deep braced excavations, struts and walers play an essential role in the whole supporting system. For multi-level strut systems, accidental strut failure is possible. Once a single strut fails, it is possible for the loads carried from the previous failed strut to be transferred to the adjacent struts and therefore cause one or more struts to fail. Consequently, progressive collapse may occur and cause the whole excavation system to fail. One of the reasons for the Nicoll Highway Collapse was attributed to the failure of the struts and walers. Consequently, for the design of braced excavation systems in Singapore, one of the requirements by the building authorities is to perform one-strut failure analyses, in order to ensure that there is no progressive collapse when one strut was damaged due to a construction accident. Therefore, plane strain 2D and three-dimensional (3D) finite element analyses of one-strut failure of the braced excavation system were carried out in this study to investigate the effects of one-strut failure on the adjacent struts.

Cost-effective method for reducing local failure of floodwalls verified by centrifuge tests

  • Chung R. Song;Binyam Bekele;Brian D. Sawyer;Ahmed Al-Ostaz;Alexander Cheng;Vanadit-Ellis Wipawi
    • Geomechanics and Engineering
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    • 제33권2호
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    • pp.155-165
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    • 2023
  • Hurricane Katrina swept New Orleans, Louisiana, USA, in 2005, causing more than 1,000 fatalities and severe damage to the flood protection system. Recovery activities are complete, however, clarifying failure mechanisms and devising resilient and cost-effective retrofitting techniques for the flood protection system are still of utmost importance to enhance the general structural integrity of water retaining structures. This study presents extensive centrifuge test results to find various failure mechanisms and effective retrofitting techniques for a levee system. The result confirmed the rotational failure and translational failure mechanisms for the London Ave. Canal levee and 17th St. Canal levee, respectively. In addition, it found that the floodwalls with fresh waterstop in their joints perform better than those with old/weathered waterstop by decreasing pore water pressure build-up in the levee. Structural caps placed on the top of the joints between I-walls could also prevent local failure by spreading the load to surrounding walls. At the same time, the self-sealing bentonite-sand mixture installed along the riverside of floodwalls could mitigate the failure of floodwalls by blocking the infiltration of seepage water into the gap formed between levee soils and floodwalls.

탄소섬유판 긴장재로 외부 긴장 보강된 철근콘크리트 보의 부착파괴 모델 (Debonding Failure Model for RC Beams Strengthened with Externally Bonded Prestressed CFRP Plates)

  • 박종섭;정우태;박영환
    • 대한토목학회논문집
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    • 제28권4A호
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    • pp.447-456
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    • 2008
  • 본 논문에서는 CFRP판으로 긴장 보강된 철근콘크리트 보의 부착파괴를 해석하기 위한 수정된 부착파괴 모델를 제안하였다. 부착파괴 모델은 한정된 실험결과로부터 발생할 수 있는 오류를 줄이기 위해 선행연구자들의 실험결과를 통계적으로 분석하여 제안하였다. 부착 CFRP판으로 긴장 보강된 보에 대한 실험을 통해 긴장 보강 시스템에서 최종파괴 이전에 부착파괴가 발생하는 것을 확인하였으며, 부착파괴 변형률은 유효프리스트레스의 크기에 따라 증가하는 것을 검증하였다. 따라서 부착거동 특성 연구에서 도출된 부착파괴 해석모델은 긴장 시스템에 적합하도록 유효프리스트레스를 고려할 수 있도록 수정 제안하였다.

Estimations of Parameters in Multi-component Series Systems Using Masked Data

  • Sarhan Ammar M.;Abouammoh A.M.;Al-Ameri Mansour
    • International Journal of Reliability and Applications
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    • 제7권1호
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    • pp.41-53
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    • 2006
  • The exact cause of the system's failure is often unknown in the masked system lifetime data. In such type of data, there are two observable quantities, namely (i) the systems time to failure and (ii) the set of systems components that contains the component, which might cause the system to fail. Our objective in this paper is to use the maximum likelihood procedure in the presence of masked data to make inference for the reliability of the system's components. We assume a multi-component series system where each component has a constant failure rate. Different cases that permit for closed form solutions of point estimates are considered. The results obtained in this paper generalize other published results.

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GLR approach to failure diagnosis in a linear system with decentralized estimators

  • Kumamaru, Kousuke;Sagara, Setsuo;Sakae, Kouzou
    • 제어로봇시스템학회:학술대회논문집
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    • 제어로봇시스템학회 1988년도 한국자동제어학술회의논문집(국제학술편); 한국전력공사연수원, 서울; 21-22 Oct. 1988
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    • pp.1055-1058
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    • 1988
  • A systematic way of failure diagnosis in a linear system with decentralized estimators is developed. The generalized likelihood ratio (G.L.R) approach to failure detection and identification is used for designing a diagnosis system in each subsystem based on the innovation analysis. For the simplicity of the theoretical formulation, a design scheme of failure diagnosis is developed for the system decomposed into two subsystems. To demonstrate the effectiveness of our approach, several simulation studies have been carried out on a third-order linear system which is constructed of a second-order damped oscillator and a first-order lag.

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기계류 핵심 유니트의 신뢰성 평가기술 (Evaluation of Reliability for critical unit of machinery system)

  • 이승우;송준엽;강재훈;황주호;이현용;박화영
    • 한국정밀공학회:학술대회논문집
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    • 한국정밀공학회 2000년도 추계학술대회 논문집
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    • pp.1014-1017
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    • 2000
  • Reliability engineering is regarded as the major and important roll for all industry. And advanced manufacturing systems with high speed and intelligent have been developed for the betterment of machining ability. In this study, we have systemized evaluation of reliability for machinery system. We proposed the reliability assessment and design review method using analyzing critical units of high speed and intelligent machine system. In addition, we have not only designed and developed test bed system for acquiring reliability data, but also have constructing WEB system for suppling reliability which is provided in design phase. From this study, we will expect to guide and introduce the reliability engineering in developing and processing phase of high quality product.

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한국형고속철도 열차제어시스템 하부구성요소 신뢰도예측에 관한 연구 (A Study on Reliability Prediction for Korea High Speed Train Control System)

  • 신덕호;이재호;이강미;김용규
    • 한국철도학회논문집
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    • 제9권4호
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    • pp.419-424
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    • 2006
  • In this paper we study on a method to predict and to demonstrate the reliability of the Korea high speed train control system in quantitative point of view. For the prediction of the reliability in train control system which is composed of electronic parts, Relax Software 7.7 automation tool is employed and MIL-HDBK-217 Handbook that is a standard for the prediction of the failure rate in electronic components is used. Mean Time Between Failure (MTBF) is predicted based on the failure rate of the subsystems, State Modeling and Markov Modeling method is used to express a reliability function of the train control system composed by hardware redundancy as a function of time. We propose a Reliability Test which is performed on the level of the subsystems and Failure Report, Analysing, Correction action system which use the test operation data to prove the predicted reliability.

전기철도 가공전차선로의 신뢰성 기반 유지보수(RCM)에 관한 연구 (A Study on RCM Approach to Catenary System of Electric Railway)

  • 윤응규;최규형
    • 전기학회논문지
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    • 제65권8호
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    • pp.1457-1465
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    • 2016
  • A RCM approach to maintenance of the catenary system of electric railway is proposed. The proposed RCM approach provides a maintenance-oriented FMECA procedure to derive critical failure modes by analyzing failure effects and a RCM decision logic tree to suggest optimal maintenance works for the derived failure modes. By applying the proposed RCM procedures to the catenary system of high speed railway, it is suggested that strand breaks of dropper and voltage equalizing wire, and trolly wire wear-out are the critical failure modes for whom maintenance works based on condition monitoring should be applied instead of conventional time-based preventive maintenance. It is also proposed by reliability analysis that replacement time of dropper can be reduced from 18 years to 10 years. These results show that the proposed RCM approach can optimize the maintenance procedures of catenary system.

수리가능한 아이템의 최적무상보증기간 (Optimum Free Warranty Interval for Repairable Items)

  • 정영배
    • 산업경영시스템학회지
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    • 제21권45호
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    • pp.301-307
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    • 1998
  • This paper proposes free warranty interval for repairable items when the failure types of item are considered. Failure types are classified into major failure and minor failure. If major failure occurs during warranty period, the item is replaced and if minor failure occurs during warranty period, the item is minimally repaired. This paper determines the optimum free warranty interval which minimizes total expected cost of the free warranty cost model. Numerical example is shown in which failure time of item has weibull distribution.

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