• Title/Summary/Keyword: Reliability Propagation

검색결과 228건 처리시간 0.026초

센서 네트워크에서 고장 허용 시각 관리 기법 (Fault Tolerant Clock Management Scheme in Sensor Networks)

  • 황소영;백윤주
    • 한국통신학회논문지
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    • 제31권9A호
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    • pp.868-877
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    • 2006
  • 센서 네트워크에서 시각 동기 기술은 위치 추적, 암호화 기술에서의 타임 스탬프, 타 노드들로부터의 같은 이벤트 중복 감지 인식, 기록된 이벤트들의 발생 순서 구분 등 다양한 응용을 위해 필수적이다. 그리고 최근 센서 네트워크에서 신뢰성 및 고장 허용성에 대한 문제가 최근 연구의 주요한 영역으로 대두되고 있다. 본 논문에서는 네트워크 고장과 클럭 고장이라는 두가지 고장 모델을 가정하여 센서 네트워크에서 고장 허용 시각 관리 기법에 대해 제시한다. 제안한 기법은 노드 클럭의 불안정한 동요나 표류율에 심각한 변화가 발생하는 등의 고장이 발생했을 때 이러한 클럭 오류의 네트워크 전파를 제한하며 토폴로지 변화에 대응한다. 시뮬레이션 결과는 제안한 동기 기법이 기존의 TPSN과 비교하여 클럭 고장이 있을 때 동기화 비율이 $1.5{\sim}2.0$배 나은 성능을 보인다.

선추적기법을 활용한 오스테나이트계 스텐레스강 용접부 초음파탐상 모의 (Ultrasonic Testing Simulation in Austenitie Stainless Steel Weld by Ray Tracing Technique)

  • 이삼래;임형택;박치승;김병철
    • 비파괴검사학회지
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    • 제15권1호
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    • pp.310-317
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    • 1995
  • 원자력 발전소의 주요 계통 재료로 사용되는 오스테나이트계 스텐레스강에 대한 초음파탐상은 초음파 에너지가 전파될 경우 재질 자체가 갖는 여러 문제점으로 인하여 결함 위치나 크기 측정에 많은 문제점을 야기한다. 본 연구에서는 이러한 문제점을 이해하기 위하여 여러가지 경우를 가정하여 선 추적(ray tracing) 기법을 사용한 컴퓨터 모의(simulation)를 실시하였다. 우선 종파를 사용하여 모재에 초음파가 입사하여 진행할 시 어느정도의 휘어짐이 발생하는지를 계산하였으며 재질 특성상 용접부와 모재가 큰 차이를 보이지 않는 경우와 원자로 노즐 부위와 같이 서로 다른 금속으로 용접된 경우에 결함이 존재한 경우를 가정하여 계산하였다.

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연/경판정에 의한 심벌 판정 기반의 차등 조정 교번 등화기 (An Alternating Equalizer with Differential Adjustment Based on Symbol Decisions by Soft/Hard Decision)

  • 오길남
    • 한국산학기술학회논문지
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    • 제13권5호
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    • pp.2347-2352
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    • 2012
  • 본 논문에서는 새로운 교번 등화기와 이를 조정하기 위한 차등 조정 알고리즘을 제안한다. 제안하는 교번 등화기는 연판정과 경판정 기반의 심벌 판정을 수행하는 알고리즘을 사용하여 등화기를 번갈아 동작시키는 방식으로 블라인드 등화를 효과적으로 달성한다. 아울러 연판정과 경판정에 의한 심벌 판정의 상대적 신뢰도에 따라 등화기를 차등 조정함으로써 초기 블라인드 수렴 속도와 정상상태 오차 성능을 동시에 개선하는 것이 가능하다. 다중경로 전파 채널과 부가 잡음 조건에서 16/64-QAM 신호점에 대한 모의실험 결과가 제안 방식의 유용성을 뒷받침하는 것을 확인하였다.

XLPE 케이블의 전기트리 열화에 따른 전기적 특성 검토 (A Study on the Electrical Properties of Electrical Tree Degradation in XLPE Cable Insulation)

  • 강동식;선종호;이홍식;박정후;조정수
    • 대한전기학회논문지:전기물성ㆍ응용부문C
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    • 제49권7호
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    • pp.400-405
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    • 2000
  • In order to improve the reliability of XLPE cables, it is necessary to understand the mechanism of electrical and water tree degradation. Especially, electrical tree initiation and propagation are important in XLPE cable insulation. This paper deals with the changes of electrical properties of XLPE cable insulation with electrical tree degradation. To understand the electrical properties of XLPE insulation, specimens were prepared by 22.9kV distribution cable and made in a type of block. Ogura needles having tip radius of 10${\mu}{\textrm}{m}$ were inserted into each block pieces. AC voltages of 8kV, 10kV and 12kV at 60Hz were applied to needle. We investigated the relationship between electrical properties(PD quantity, tan$\delta$ and DC current) and the growth of electrical tree. The electrical properties of the specimens were measured from initiation of tree to breakdown and their characteristics were analyzed.

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Parallel computation for debonding process of externally FRP plated concrete

  • Xu, Tao;Zhang, Yongbin;Liang, Z.Z.;Tang, Chun-An;Zhao, Jian
    • Structural Engineering and Mechanics
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    • 제38권6호
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    • pp.803-823
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    • 2011
  • In this paper, the three dimensional Parallel Realistic Failure Process Analysis ($RFPA^{3D}$-Parallel) code based on micromechanical model is employed to investigate the bonding behavior in FRP sheet bonded to concrete in single shear test. In the model, the heterogeneity of brittle disordered material at a meso-scale was taken into consideration in order to realistically demonstrate the mechanical characteristics of FRP-to-concrete. Modified Mohr-coulomb strength criterion with tension cut-off, where a stressed element can damage in shear or in tension, was adopted and a stiffness degradation approach was used to simulate the initiation, propagation and growth of microcracks in the model. In addition, a Master-Slave parallel operation control technique was adopted to implement the parallel computation of a large numerical model. Parallel computational results of debonding of FRP-concrete visually reproduce the spatial and temporal debonding failure progression of microcracks in FRP sheet bonded to concrete, which agrees well with the existing testing results in laboratory. The numerical approach in this study provides a useful tool for enhancing our understanding of cracking and debonding failure process and mechanism of FRP-concrete and our ability to predict mechanical performance and reliability of these FRP sheet bonded to concrete structures.

Detection of Delamination Crack for Polymer Matrix Composites with Carbon Fiber by Electric Potential Method

  • Shin, Soon-Gi
    • 한국재료학회지
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    • 제23권2호
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    • pp.149-153
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    • 2013
  • Delamination crack detection is very important for improving the structural reliability of laminated composite structures. This requires real-time delamination detection technologies. For composite laminates that are reinforced with carbon fiber, an electrical potential method uses carbon fiber for reinforcements and sensors at the same time. The use of carbon fiber for sensors does not need to consider the strength reduction of smart structures induced by imbedding sensors into the structures. With carbon fiber reinforced (CF/) epoxy matrix composites, it had been proved that the delamination crack was detected experimentally. In the present study, therefore, similar experiments were conducted to prove the applicability of the method for delamination crack detection of CF/polyetherethereketone matrix composite laminates. Mode I and mode II delamination tests with artificial cracks were conducted, and three point bending tests without artificial cracks were conducted. This study experimentally proves the applicability of the method for detection of delamination cracks. CF/polyetherethereketone material has strong electric resistance anisotropy. For CF/polyetherethereketone matrix composites, a carbon fiber network is constructed, and the network is broken by propagation of delamination cracks. This causes a change in the electric resistance of CF/polyetherethereketone matrix composites. Using three point bending specimens, delamination cracks generated without artificial initial cracks is proved to be detectable using the electric potential method: This method successfully detected delamination cracks.

단계적 파괴 모델에 의한 적층 복합재료의 충격거동 해석 (Impact Behavior of Laminated Composite using Progressive Failure Model)

  • 강문수;이경우;강태진
    • 한국복합재료학회:학술대회논문집
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    • 한국복합재료학회 2000년도 추계학술발표대회 논문집
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    • pp.102-105
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    • 2000
  • Recently, applications of integrated large composite structures have been attempted to many structures of vehicles. To improve the cost performance and reliability of the integrated composite structures, it is necessary to judge structural integrity of the composite structures. For the judgement, we need fracture simulation techniques for composite structures. Many researches oil the fracture simulation method using FEM have been reported by now. Most of the researches carried out simulations considering only matrix cracking and fiber breaking as fracture modes, and did not consider delamination. Several papers have reported the delamination simulation, but all these reports require three-dimensional elements or quasi three- dimensional elements for FEM analysis. Among fracture mechanisms of composite laminates, delamination is the most important factor because it causes stiffness degradation in composite structures. It is known that onset and propagation of delamination are dominated by the strain energy release rate and interfacial moment. In this study, laminated composite has been described by using 3 dimensional finite elements. Then impact behavior of the laminated composite is simulated using FEM(ABAQUS/Explicit) with progressive failure mechanism. These results are compared with experimental results.

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퍼지와 역전파신경망 기법을 사용한 터보프롭 엔진의 진단에 관한 연구 (Study on Fault Diagnostics of a Turboprop Engine Using Fuzzy Logic and BBNN)

  • 공창덕;임세명;김건우
    • 한국추진공학회:학술대회논문집
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    • 한국추진공학회 2010년도 제35회 추계학술대회논문집
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    • pp.499-505
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    • 2010
  • 다양한 비행환경에서 장시간 체공하며 운용되는 UAV에서 추진시스템을 신뢰성 있게 운용하는 것은 매우 중요하다. 이런 UAV에 사용되는 터보프롭 엔진의 정확한 손상진단은 신뢰성과 이용률을 향상시킬 수 있다. 본 연구에서는 엔진 측정 파라미터들의 변화로부터 퍼지 이론을 적용하여 손상된 구성품을 식별한 후 훈련된 신경망 알고리즘을 식별된 손상 패턴에 적용하여 손상된 양을 정확히 진단할 수 있는 방법을 제안하였다. 이렇게 제안된 진단 방법은 단일손상과 다중손상 모두 진단할 수 있다.

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선체구조용강의 용접방법에 따른 용접부의 피로균열전파특성 연구 (A Study on the Fatigue Crack Growth Characteristics of the Welded Part According to the Welding Method of Ship Structural Steel)

  • 박경동;기우태;이주영
    • Journal of Advanced Marine Engineering and Technology
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    • 제31권4호
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    • pp.385-393
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    • 2007
  • The strength evaluation of the most weakest junction part is required for the safety design of all structures. Most of all. in order to enhance the reliability and safety of the welding part. whose use is the highest, it is very important to establish the efficient structure manufacturing technology by studying and investigating the evaluation of fatigue strength in various environments. This study analyzed the relations of da/dN, and th according to the welding methods of SMAW, FCAW, and SAW. In the stage II. the value of stress intensity factor range was the highest in SMAW welding method of stress ration R=0.1, and appeared under the sequence of FCAW and SAW and as the completion section of stress intensity factor was low, threshold stress intensity factor was lowly formed in da/dN - The fatigue life of each welding method is sensitively worked in high stress ratio. judging from the fact that the width of life reduction increases in the high stress ratio zone compared to the width of life reduction in the low stress ratio zone. In the fatigue limit of welding methods before corrosion. the welding of SMAW and FCAW shows the same fatigue limit compared to Base metal, and SAW holds the lowest fatigue limit value.

Performance and modeling of high-performance steel fiber reinforced concrete under impact loads

  • Perumal, Ramadoss
    • Computers and Concrete
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    • 제13권2호
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    • pp.255-270
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    • 2014
  • Impact performance of high-performance concrete (HPC) and SFRC at 28-day and 56-day under the action of repeated dynamic loading was studied. Silica fume replacement at 10% and 15% by mass and crimped steel fiber ($V_f$ = 0.5%- 1.5%) with aspect ratios of 80 and 53 were used in the concrete mixes. Results indicated that addition of fibers in HPC can effectively restrain the initiation and propagation of cracks under stress, and enhance the impact strengths and toughness of HPC. Variation of fiber aspect ratio has minor effect on improvement in impact strength. Based on the experimental data, failure resistance prediction models were developed with correlation coefficient (R) = 0.96 and the estimated absolute variation is 1.82% and on validation, the integral absolute error (IAE) determined is 10.49%. On analyzing the data collected, linear relationship for the prediction of failure resistance with R= 0.99 was obtained. IAE value of 10.26% for the model indicates better the reliability of model. Multiple linear regression model was developed to predict the ultimate failure resistance with multiple R= 0.96 and absolute variation obtained is 4.9%.