• 제목/요약/키워드: Systematic Failure

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절리 암반 사면의 계단 경로 파괴에 미치는 불연속면 간격/길이 비의 영향 (The Effect of the Discontinuity Spacing/Length Ratio on Step-Path Failure of Jointed Rock Slopes)

  • 윤운상
    • 지질공학
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    • 제34권2호
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    • pp.317-327
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    • 2024
  • 대규모 암반 사면에서 비연속성의 절리계가 발달할 때, 계단상 활동면에 의한 사면 파괴가 발생할 수 있다. 계단상 활동면은 절리-절리 활동면 또는 절리-암교 활동면으로 구분할 수 있으며, 절리-암교 활동면에서 암교는 절리와 평행한 전단 저항과 절리에 수직인 인장 저항을 제공한다. 계단 경로 파괴는 활동 암괴의 하중에 의해 암교의 파괴가 발생하여 암교 양단의 두 절리가 연결되며 발생한다. 암교의 길이가 동일하다면 암석의 인장강도가 전단강도에 비해 낮으므로 절리에 수직으로 형성된 암교가 파괴에 취약하며, 불연속면 간격/길이의 비가 작을수록 계단 경로 파괴의 가능성이 커진다. 비연속성의 절리가 발달하는 암반 사면의 계단상 활동 파괴 위험에 대한 평가를 위해서는 체계적인 불연속면 조사 및 분석을 통해 계단 경로 파괴면을 구성하여 한계 평형 해석 또는 수치 해석 등의 안정성 평가를 수행하여야 한다.

실패유형의 종속성을 고려한 서비스 시스템의 FMEA 평가모델 (A Systematic Approach for Evaluating FMEA of a Service System under Considering the Dependences of Failure Modes)

  • 오형술;박노국
    • 벤처창업연구
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    • 제9권1호
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    • pp.177-186
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    • 2014
  • FMEA는 실패로 인한 위험을 최소화하기위해 실패의 요인과 그로인한 영향을 사전에 평가하는 체계적인 방법이다. 이 방법은 제품의 신뢰도 문제를 해결하기 위해 제조산업 분야에서 주로 사용되어 왔으나, 서비스의 역할과 중요성이 커지면서 최근에는 이를 서비스의 신뢰도 문제에도 사용하고 있다. 하지만, 서비스에서는 고객이 서비스 전달 프로세스에 참여하며 고객마다의 이질성 등으로 인해 제조업을 위해 개발된 FMEA를 직접 사용할 수은 없다. 이러한 이유로 인해, FMEA를 서비스에 적용하기위한 여러 연구가 이루어지고 있다. 본 논문에서는, 심각도, 발생빈도, 검출력으로 우선순위를 평가하던 기존의 RPN 대신에, 서비스 특성을 고려하여 심각도, 발생빈도, 회복력 3가지로 평가하는 새로운 지수 S-RPN을 제시하였으며, 기존연구의 사례를 통해 제시된 방법의 효용성을 평가하였다.

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핵연료 파손 예측을 위한 경험적 자료와 결정론적 모델의 접합 방법 (A Study on the Method of Combining Empirical Data and Deterministic Model for Fuel Failure Prediction)

  • Cho, Byeong-Ho;Yoon, Young-Ku;Chang, Soon-Heung
    • Nuclear Engineering and Technology
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    • 제19권4호
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    • pp.233-241
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    • 1987
  • 본 연구는 제한된 수의 핵연료의 경험적 파손자료로부터 핵연료 파손 확률을 현실적으로 예측하기 위해 결정론적 모델로부터의 파손화률 예측치와 실제 경험적 자료로부터의 파손 확률 예측치를 접합하는 방법을 시도하였다. 이 접합 방법에 의한 파손 화률 예측치는 결정론적 모델 또는 경험적 파손 자료로부터의 독립적인 예측치보다 신뢰도가 높다. 본 연구에서는 핵연료 성능 예측코드인 SPEAR의 방법론을 응용한 핵연료 파손 패턴의 체계적 발견법 (hierarchical pattern discovery)이 접합 모델에서의 결정론적 모델로부터의 예측치에 대한 가중치와 패턴 경계를 체계적으로 찾기 위해 고안되었다. 이 연구에서 개발된 접합 방법을 PROFIT모델과 경험적 파손자료를 이용하여 CANDU형 핵연료 재장전중 출력 상승에 의해 수반되는 핵연료파손 예측에 적응시켜 보았다.

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Differential Diagnosis of Acute Liver Failure in Children: A Systematic Review

  • Berardi, Giuliana;Tuckfield, Lynnia;DelVecchio, Michael T.;Aronoff, Stephen
    • Pediatric Gastroenterology, Hepatology & Nutrition
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    • 제23권6호
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    • pp.501-510
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    • 2020
  • Purpose: To develop a probability-based differential diagnosis for pediatric acute liver failure (PALF) based on age and socioeconomic status of the country of origin. Methods: Comprehensive literature search using PubMed, EMBASE, and SCOPUS databases was performed. Children 0-22 years of age who met PALF registry criteria were included. Articles included >10 children, and could not be a case report, review article, or editorial. No language filter was utilized, but an English abstract was required. Etiology of PALF, age of child, and country of origin was extracted from included articles. Results: 32 full text articles were reviewed in detail; 2,982 children were included. The top diagnosis of PALF in developed countries was acetaminophen toxicity (9.24%; 95% CredI 7.99-10.6), whereas in developing countries it was Hepatitis A (28.9%; 95% CredI 26.3-31.7). In developed countries, the leading diagnosis of PALF in children aged <1 year was metabolic disorder (17.2%; 95% CredI 10.3-25.5), whereas in developing countries it was unspecified infection (39.3%; CredI 27.6-51.8). In developed countries, the leading diagnosis in children aged >1 year was Non-A-B-C Hepatitis (8.18%; CredI 5.28-11.7), whereas in developing countries it was Hepatitis A (32.4%; CredI 28.6-36.3). Conclusion: The leading causes of PALF in children aged 0-22 years differ depending on the age and developmental status of their country of origin, suggesting that these factors must be considered in the evaluation of children with PALF.

Oral rehabilitation of Papillon-Lefèvre syndrome patients by dental implants: a systematic review

  • Atarbashi-Moghadam, Fazele;Atarbashi-Moghadam, Saede;Kazemifard, Setare;Sijanivandi, Soran;Namdari, Mahshid
    • Journal of the Korean Association of Oral and Maxillofacial Surgeons
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    • 제46권4호
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    • pp.220-227
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    • 2020
  • Objectives: Papillon-Lefèvre syndrome (PLS) is a rare autosomal recessive disorder. These patients lose their teeth at a young age and are in need of prosthetic rehabilitation. The aim of this systematic review was to assess the success of dental implant placement in these patients. Materials and Methods: An electronic search was performed in PubMed Central, Scopus, and Web of Science using the keyword "Papillon-Lefèvre syndrome" AND "dental implant" OR "prosthodontics". Articles reporting implant placement in patients with PLS until July 2019 were included. Results: Assessment of the included 11 articles reporting 15 cases showed 136 implant placements in these patients. Implant failure occurred in 3 patients (20 implants). The peri-implantitis and failure rate was higher in the maxilla. Meta-analysis showed the probability of failure to be 7% (95% confidence interval [CI] 0%-31%) for maxillary implants and 2% (95% CI 0%-9%) for mandibular implants. The follow-up time ranged between 1 and 20 years. Healing after bone graft and implant placement in these patients was uneventful. Conclusion: Dental implants may be a viable treatment option for PLS patients. Implantation can help preserve alveolar bone if the patients' immunological and growing conditions are well-considered and proper oral hygiene and compliance with the maintenance program are continued.

짧은 쇄석다짐말뚝(RAP)이 설치된 사질토지반의 응력변화 특성 (The Characteristics of Various Stress in Cohesionless Soil with the Rammed Aggregate Pier)

  • 천병식;김경민;김준호
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2005년도 춘계 학술발표회 논문집
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    • pp.1108-1117
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    • 2005
  • RAP(rammed aggregate pier) method which is intermediate foundation of deep and shallow foundation is used to improve the ground with high compaction energy. This method is widely spread around the world, but there are few examples and systemic researches for failure mechanism and bearing capacity of this method are not organized yet. In this paper, soil laboratory tests were carried out to evaluate the applicability of RAP method as the foundation of a structure. And the bearing capacity and the failure mechanism of RAP method were studied with respect to various relative densities(35%, 65%, 90%), diameters(45mm, 60mm) and lengths(20cm, 30cm, 40cm). As results, stress concentration ratio decreased as diameter of RAP was increasing or length of RAP was decreased or relative density was decreased. however these results were not always constant. because systematic interaction between relative density and diameter and length of RAP can affect stress concentration ratio, more studies on stress concentration ratio are needed throughout laboratory and field tests.

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복합재료 교량 시스템의 정적거동 분석 및 파괴모드에 관한 연구 (Study of Failure Mode and Static Behavio of Lightweight FRP Bridge Deck System)

  • 정우영;이형길;안병윤;백상훈
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 2006년도 정기 학술대회 논문집
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    • pp.922-927
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    • 2006
  • There is a concern with worldwide deterioration of highway bridges, particularly reinforced concrete. The advantages of fibre reinforced plastic(FRP) composites over conventional materials motivate their use in highway bridges for replacement of structures. Recently, an FRP deck has been installed on a state highway, located in New York State, as an experimental project. In this paper, a systematic approach for analysis of this FRP deck bridge is presented. Multi-step linear numerical analyses have been performed using the finite element method to study the structural behavior and the possible failure mechanism of the FRP deck-superstructure system Deck's self-weight and ply orientations at the interface between steel girders and FRP deck are considered in this study. From this research, the results of the numerical analyses were corroborated with field test results. Analytical results reveal several potential failure mechanism for the FRP deck and truss bridge system The results presented in this study may be used to propose engineering design guideline for new and replacement FRP bridge deck structure.

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Assessment of steel components and reinforced concrete structures under steam explosion conditions

  • Kim, Seung Hyun;Chang, Yoon-Suk;Cho, Yong-Jin
    • Structural Engineering and Mechanics
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    • 제60권2호
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    • pp.337-350
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    • 2016
  • Even though extensive researches have been performed for steam explosion due to their complex mechanisms and inherent uncertainties, establishment of severe accident management guidelines and strategies is one of state-of-the arts in nuclear industry. The goal of this research is primarily to examine effects of vessel failure modes and locations on nuclear facilities under typical steam explosion conditions. Both discrete and integrated models were employed from the viewpoint of structural integrity assessment of steel components and evaluation of the cracking and crushing in reinforced concrete structures. Thereafter, comparison of systematic analysis results was performed; despite the vessel failure modes were dominant, resulting maximum stresses at the all steel components were sufficiently lower than the corresponding yield strengths. Two failure criteria for the reinforced concrete structures such as the limiting failure ratio of concrete and the limiting strains for rebar and liner plate were satisfied under steam explosion conditions. Moreover, stresses of steel components and reinforced concrete structures were reduced with maximum difference of 12% when the integrated model was adopted comparing to those of discrete models.

30MW 증기터빈 최종단 회전익 파단 사고 분석 (A Failure Analysis on the Broken Last Blade of 30MW Steam Turbine)

  • 김성봉;김인철;한승우;전채홍
    • 동력기계공학회지
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    • 제11권1호
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    • pp.5-15
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    • 2007
  • In the recently released accident-investigation report on blade failure, almost 70% of blade failures was found at low pressure turbine blades, and it is well known that main cause is due to the vibration modes. This paper describes the systematic approach on the root cause of the blade failure at L 0 stage, 30MW single flow industrial steam turbine which had tripped by high vibration after ten-month commercial operation. A fracture was found at the only one damping wire hole of 59 blades, and crack was detected at three damping wire holes by NDT. According to the analysis result for the crack fracture surface and the chain of the sequential operational events, we come to the conclusion that a typical high cycle fatigue is the most dominant factor caused to the blade failure, the resonance frequency margin was narrowed by the cut damping wire and the high cycle vibration was amplified, and then the blade was broken at once by the centrifugal force when the crack reached the critical size.

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철도시스템 이상진단 및 예지정비를 위한 FMEA 분석 방안 연구 (A Study on FMEA Analysis Method for Fault Diagnosis and Predictive Maintenance of the Railway Systems)

  • 오왕석;김경화;김재훈
    • 한국안전학회지
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    • 제38권5호
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    • pp.43-50
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    • 2023
  • With the advent of industrialization, consumers and end-users demand more reliable products. Meeting these demands requires a comprehensive approach, involving tasks such as market information collection, planning, reliable raw material procurement, accurate reliability design, and prediction, including various reliability tests. Moreover, this encompasses aspects like reliability management during manufacturing, operational maintenance, and systematic failure information collection, interpretation, and feedback. Improving product reliability requires prioritizing it from the initial development stage. Failure mode and effect analysis (FMEA) is a widely used method to increase product reliability. In this study, we reanalyzed using the FMEA method and proposed an improved method. Domestic railways lack an accurate measurement method or system for maintenance, so maintenance decisions rely on the opinions of experienced personnel, based on their experience with past faults. However, the current selection method is flawed as it relies on human experience and memory capacity, which are limited and ineffective. Therefore, in this study, we further specify qualitative contents to systematically accumulate failure modes based on the Failure Modes Table and create a standardized form based on the Master FMEA form to newly systematize it.