• 제목/요약/키워드: Failure Mode Analysis

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터보 압축기용 체크 밸브의 특성 분석과 신뢰성 개선 (Research on characteristic analysis and reliability improvement of check valve for turbo compressor)

  • 김경수;강보식;이승훈
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2008년도 추계학술대회A
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    • pp.1381-1386
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    • 2008
  • In this study, we studied failure cause of check valve through analysing characteristic of it used in turbo compressor. We researched how to improve to reduce chaterring occurrence which is cause of main failure mode and suggested how to improve reliability of check valve through it.

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두꺼운 일방향 탄소섬유-에폭시 적층판의 정적 압축 강도 연구 (Static Compressive Strength of Thick Unidirectional Carbon Fiber - Epoxy Laminate)

  • ;;공창덕
    • 한국복합재료학회:학술대회논문집
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    • 한국복합재료학회 2005년도 추계학술발표대회 논문집
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    • pp.61-65
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    • 2005
  • Existing test methods for thick-section specimens ( 4mm) have not provided precise compressive properties to date for the analysis and design of thick structure. A survey of the failure behaviour of such thick specimens revealed that the failure initiated at the top corner of the specimen and propagated down and across the width of the specimen as premature failure, not typically reported for thin compression specimens. In the current study, the premature failure was successfully avoided during compressive testing and the failure mode was quite similar regardless of increasing specimen thickness and specimen volume. Failure mode was similar regardless of increasing specimen thickness and specimen volume, i.e. brooming failure mode combined with longitudinal splitting, interlaminar cracking, fibre breakage and kinkband formation (fibre microbuckling). Nevertheless, average failure strengths of the specimens decreased with increasing specimen thicnkiness from 2mm to 8mm with the T800/924C system (36% strength reduction) and specimen volumes from scaling factor I to scaling factor 4 with the IM7/8552 system (46% strength reduction). It was revealed from the literature$^{11}$ that the thickness effect and scaling effect arc caused by manufacturing defects such as void content and fibre waviness.

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A Study on Rainfall Induced Slope Failures: Implications for Various Steep Slope Inclinations

  • Do, Xuan Khanh;Jung, Kwansue;Lee, Giha;Regmi, Ram Krishna
    • 한국지반환경공학회 논문집
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    • 제17권5호
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    • pp.5-16
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    • 2016
  • A rainfall induced slope failure is a common natural hazard in mountainous areas worldwide. Sudden and rapid failures which have a high possibility of occurrence in a steep slope are always the most dangerous due to their suddenness and high velocities. Based on a series of experiments this study aimed to determine a critical angle which could be considered as an approximate threshold for a sudden failure. The experiments were performed using 0.42 mm mean grain size sand in a 200 cm long, 60 cm wide and 50 cm deep rectangular flume. A numerical model was created by integrating a 2D seepage flow model and a 2D slope stability analysis model to predict the failure surface and the time of occurrence. The results showed that, the failure mode for the entire material will be sudden for slopes greater than $67^{\circ}$; in contrast the failure mode becomes retrogressive. There is no clear link between the degree of saturation and the mode of failure. The simulation results in considering matric suction showed good matching with the results obtained from experiment. A subsequent discarding of the matric suction effect in calculating safety factors will result in a deeper predicted failure surface and an incorrect predicted time of occurrence.

NHPP 기반의 신뢰성 성장 예측 모델에 대한 민감도 분석 (Sensitivity Analysis for Reliability Growth Projection Model based on NHPP)

  • 조강훈;이홍철;장중순;박상철
    • 한국신뢰성학회지:신뢰성응용연구
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    • 제16권4호
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    • pp.305-312
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    • 2016
  • Purpose: The purpose of this study is to provide a sensitivity analysis of system reliability for recognizing effectiveness of changing of BD mode failures using reliability growth projection model based on NHPP. Methods: Crow extended reliability projection model (CERPM) is used to analyze the changing of two factors 1) the number of BD mode failures, 2) fix effectiveness factor (FEF) values. Results: The system reliability has increased in accordance with the number of BD mode failures and FEF values have increased. Conclusion: It is necessary to design failure modes and FEF values to supervise the reliability.

SVM 기법을 적용한 구름베어링의 부식 고장진단 (Corrosion Failure Diagnosis of Rolling Bearing with SVM)

  • 고정일;이의영;이민재;최성대;허장욱
    • 한국기계가공학회지
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    • 제20권9호
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    • pp.35-41
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    • 2021
  • A rotor is a crucial component in various mechanical assemblies. Additionally, high-speed and high-efficiency components are required in the automotive industry, manufacturing industry, and turbine systems. In particular, the failure of high-speed rotating bearings has catastrophic effects on auxiliary systems. Therefore, bearing reliability and fault diagnosis are essential for bearing maintenance. In this work, we performed failure mode and effect analysis on bearing rotors and determined that corrosion is the most critical failure type. Furthermore, we conducted experiments to extract vibration characteristic data and preprocess the vibration data through principle component analysis. Finally, we applied a machine learning algorithm called support vector machine to diagnose the failure and observed a classification performance of 98%.

기둥 파괴모드에 따른 학교 건물 철골 가새 보강의 효율성 (The Efficiency of Steel Brace Strengthening of School Buildings according to the Failure Mode of Columns)

  • 이희섭;김태완
    • 한국지진공학회논문집
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    • 제27권2호
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    • pp.101-109
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    • 2023
  • Steel brace strengthening is the most popular seismic rehabilitation method for school buildings. This is because the design can be conducted by using relatively easy nonlinear pushover analysis and standard modeling in codes. An issue with steel brace strengthening is that the reinforced building should behave elastically to satisfy performance objectives. For this, the size of steel braces should be highly increased, which results in excessive strengthening cost by force concentration on existing members and foundations due to the considerable stiffness and strength of the steel braces. The main reason may be the brittle failure mode of columns, so this study investigated the relationship between the efficiency of steel brace strengthening and column failure modes. The result showed that the efficiency is highly dependent on the shear capacity ratio of columns and structural analysis methods. School buildings reinforced by steel braces do not need to behave elastically when the shear capacity ratio is low, and pushover analysis is used, which means reducing steel material is possible.

Study on failure behaviors of mixed-mode cracks under static and dynamic loads

  • Zhou, Lei;Chen, Jianxing;Zhou, Changlin;Zhu, Zheming;Dong, Yuqing;Wang, Hanbing
    • Geomechanics and Engineering
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    • 제29권5호
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    • pp.567-582
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    • 2022
  • In the present study, a series of physical experiments and numerical simulations were conducted to investigate the effects of mode I and mixed-mode I/II cracks on the fracture modes and stability of roadway tunnel models. The experiments and simulations incorporated different inclination angle flaws under both static and dynamic loads. The quasi-static and dynamic testing were conducted by using an electro-hydraulic servo control device and drop weight impact system (DWIS), and the failure process was simulated by using rock failure process analysis (RFPA) and AUTODYN software. The stress intensity factor was also calculated to evaluate the stability of the flawed roadway tunnel models by using ABAQUS software. According to comparisons between the test and numerical results, it is observed that for flawed roadways with a single radical crack and inclination angle of 45°, the static and dynamic stability are the lowest relative to other angles of fractured rock masses. For mixed-mode I/II cracks in flawed roadway tunnel models under dynamic loading, a wing crack is produced and the pre-existing cracks increase the stress concentration factor in the right part of the specimen, but this factor will not be larger than the maximum principal stress region in the roadway tunnel models. Additionally, damage to the sidewalls will be involved in the flawed roadway tunnel models under static loads.

수중충격하중을 받는 선체구조의 충격 및 파손 해석 (The Shock and Fracture Analysis of Ship Structure Subject to Underwater Shock Loading)

  • 정기태;김경수;김영복
    • 대한조선학회논문집
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    • 제32권1호
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    • pp.118-131
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    • 1995
  • 수중폭발을 받게 되는 해군 함정이나 충격하중을 받게 되는 초고속선의 구조에 대한 내충격 파손해석을 거시해석(global or macro analysis)과 미시해석(fine or micro analysis)의 두 단계로 나누어 수행하였다. 거시해석은 이중근사기법(DAA : Doubly Asymptotic Approximation)을 이용하였다. 심한 충격하중을 받는 구조는 주로 세 가지 파괴모드를 나타내는데 이는 충격후기에 주로 나타나는 동소성좌굴(Dynamic plastic buckling)에 기인하는 소성대변형과 충격초기에 주로 나타나는 인장 파괴(Tensile tearing failure)와 횡전단파괴(Transverse shear failure)가 있다. 본 논문의 미시해석에서는 잠수구조의 종보강재에 충격압력이 가해진 경우에 대하여 응력파(stress wave)의 파급과 이 응력파와 균열과의 상호작용에 의한 동적응력강도계수 $K_I(t)$의 계산함으로써 인장 파괴모드(Tensile tearing failure mode)해석을 수행하였다. 특히, 동적응력강도계수 $K_I(t)$의 계산에 있어서 실험적 방법으로 널리 사용되는 shadow optical method of caustic로부터 개발된 numerical caustic method를 사용하였다. 본 논문의 충격파손해석 수치 예로서 해석모델을 완전잠수주상체로 잡고 거시해석을 수행한 후 이로부터 구한 충격압력을 입력자료로 하여 종보강재에 대하여 미시해석을 수행하였다.

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공기압 밸브의 수명 분석 (Life Analysis of Pneumatic Valve)

  • 강보식;이승훈;김경수;임남구;김형의
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2007년도 춘계학술대회A
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    • pp.1848-1853
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    • 2007
  • In this study, we are to analyze the life and the main failure mode of pneumatic valves that are usually applied to the factory automation line. Pneumatic valves have complicated failure cause since they are organized as a complex of various elements. Therefore, in this paper, we analyzed the main failure mode of pneumatic valves, and then performed life test and performance test according to the international standards. On the basis of these processes, we estimated a shape parameter that is the main factor for the calculation of test time for the reliability of pneumatic valves by analyzing life distribution data.

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