• 제목/요약/키워드: Cumulative Fatigue

검색결과 193건 처리시간 0.038초

도시철도차량 구조체의 수명평가에 관한 연구 (A Study on Life Assessment for Urban Transit Structure)

  • 정종덕;천홍정;한석윤
    • 한국정밀공학회:학술대회논문집
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    • 한국정밀공학회 2006년도 춘계학술대회 논문집
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    • pp.115-116
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    • 2006
  • In these days, almost urban railway vehicle has been serviced under the random load application. But it is very important that fatigue lift prediction fur structures is major factor of safety. So do this, it is required that fatigue assessment method for cumulative damage approach while Korea domestic regulations only has endurance limit approach. With this endurance limit approach, fatigue lift prediction is impossible. In this research, it will be present that fatigue assessment for urban transit structure by using of cumulative damage approach method and related theories.

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가속시험을 통한 불규칙하중을 받는 실구조물의 피로수명평가 (Fatigue Life Evaluation of an Actual Structure under the Irregular Loading using an Acceleration Test)

  • 김형익;배봉국;박재실;석창성;모진용
    • 한국정밀공학회:학술대회논문집
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    • 한국정밀공학회 2004년도 추계학술대회 논문집
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    • pp.166-169
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    • 2004
  • A fatigue test was used to evaluate the fatigue life of an actual structure. The loaded state and the constraint condition of an actual structure must be same as the specimen in order to apply the test results to an actual structure by the specimen. The loaded state and constraint conditions can't be same as the specimen in the actual structure which is complicated. In order to reduce these differences, an actual structure test with a lot of frequencies is need to get a fatigue life curve. Therefore, ten sets of accelerated test units which attached unbalanced mass were composed in this study. Acceleration history about the vibration of an actual structure was acquired. Rainflow counting was used on acceleration history, and the life curve return formula was assumed. The return formula that damage satisfied `1' was acquired in a feedback process by the Miner's rule, which was the linear cumulative damage theory. A conservative fatigue life curve was determined with a return formula to have been presumed by each set. The fatigue life of regular rpm condition was calculated by these conservative fatigue life curves.

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멤브레인 방식 LNG탱크의 피로강도 평가법에 관한 연구 (I) (A Study on the Evaluation Method of Fatigue Strength of Membrane Type LNG Tank(I))

  • 김종호
    • Journal of Advanced Marine Engineering and Technology
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    • 제21권1호
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    • pp.49-58
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    • 1997
  • The membrane type LNG tank is non self-supporting tank which consists of both primary and secondary membrane supported through the insulation boxes by the adjacent hull struc¬ture. Although the membranes are not structural member. They are subject to periodical cyclic loads due to the thermal expansion and other expansions or contraction of membrane. At the design stage of the tank, an analytical and experimental approach on the fatigue strengths of membrane and its welds is necessary in order to assist the designer and the inpector. In this study the evaluation method of fatigue strength of membrane type LNG tank is pre¬sented with FEM analysis and fatigue test of lap welds and it contains the following:1) The fatigue tests and preparation of design S - N curve for lap welds 2) FEM analysis of test specimens 3) Estimation of cumulative damage factor of lap welds 4) Guideline for inspection of lap welds of membrane type LNG tank As the results of analytical and experimental approaches in this study, the evaluation method of fatigue strengths of membrane type LNG tank is proposed, which is expected to be useful for design and inspection of membrane type LNG tank.

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반복하중을 받는 콘크리트의 누가손상 특성 (Cumulative Damage Characteristics of Concrete Subjected to Variable Amplitude Loadings)

  • 변근주;김문겸;한상훈
    • 대한토목학회논문집
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    • 제7권1호
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    • pp.43-54
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    • 1987
  • 본 논문에서는 압축반복하중을 받는 콘크리트의 피로누가손상 특성이 연구되었다. 압축을 받는 무근콘크리트의 원주형 공시체에 대한 기초실험을 통하여, 콘크리트의 누가손상에는 여러 인자들 중에서 반복적으로 작용되는 응력의 수준과 재하순서가 가장 크게 영향을 마친다는 것을 발견하였다. 이를 기초로 2단계 응력수준 조건하에서의 피로실험을 실시하여, 콘크리트의 누가손상특성은 Miner의 선형이론을 따르기 보다는 오히려 비선형의 상관관계를 가지며, 응력의 재하방법에 따라 누가손상의 특성과 콘크리트의 정적강도가 변화됨을 구명하였다. 또한 본 연구를 통하여 2 단계 응력수준하에서 콘크리트의 피로특성과 콘크리트구조의 잔존수명을 예측하는데 사용될 수 있는 실험공식이 도출되었다.

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누적손상이론을 이용한 기계류부품의 가속수명시험법 개발 (Development of Accelerated Life Test Method for Machanical Parts Using Cumulative Damage Theory)

  • 김대철;이근호;김형의
    • 연구논문집
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    • 통권32호
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    • pp.35-43
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    • 2002
  • This study was performed to develop accelerated life test method of machanical parts using cumulative damage theory that used to model the fatigue of parts that receive variable load. The cumulative damage theory was introduced, and the estimation of life and calculation of accelerated life test time was illustrated. As the actual application example, accelerated life test method of agricultural tractor transmission was described. Life distribution of agricultural tractor transmission was supposed to follow Weibull distribution and life test time was calculated under the conditions of average life (MTBF) 3,000 hours and 90% reliability for one test sample. According to the cumulative damage theory, because test time can shorten in case increase test load, test time could be reduced by 482 hours when we put the load 1.1 times of rated load than 0.73 times of rated load that is equivalent load calculated by load spectrum of the agricultural tractor. This time, acceleration coefficient was 11.7. This accelerated test method was used to develop accelerated test method of gear reducer, hydraulic hose and bearing as well as agricultural tractor transmission and it is considered to be applied comprehensively to machanical parts the fatigue of which is happened by load or pressure etc.

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역학적-경험적 콘크리트 포장설계 프로그램의 누적피로손상 민감도 비교분석 (Comparative Analysis in Sensitivity of Cumulative Fatigue Damage of Mechanistic-Empirical Concrete Pavement Design Programs)

  • 박주영;박정우;김상호;유주호;정진훈
    • 한국도로학회논문집
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    • 제14권3호
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    • pp.15-24
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    • 2012
  • 역학적-경험적 포장설계 프로그램 중에서, 미국 AASHTO 설계법을 기초로 개발된 MEPDG는 교통량, 기상, 재료물성, 포장구조 등을 입력변수로 하여 기술자가 최적의 대안을 찾도록 한다. 하지만 MEPDG에서 기술적 문제가 발견되고 있기 때문에 이를 해결하여 프로그램을 개선하기 위한 노력이 계속되고 있다. 한편, 국내에서도 KPRP 연구과제에서 역학적-경험적 포장설계 프로그램이 개발되어 왔다. 이 한국형 포장설계 프로그램을 더욱 합리적으로 개발하고 개선하기 위해서는 이미 사용되고 있는 MEPDG를 분석하여 서로 비교할 필요가 있다. 콘크리트 포장설계의 경우, 피로균열은 다른 공용성 인자와는 달리 매우 복잡한 로직을 통해 예측된다. 따라서 본 논문에서는 MEPDG 버전 0.5, 버전 1.0, 그리고 버전 1.1의 피로균열 전이함수를 분석하였다. 그리고 버전별 MEPDG와 KPRP 입력변수들의 누적피로손상에 대한 민감도를 서로 비교하였다.

들기/내리기 빈도와 회복시간 변화에 따른 몸통 근육의 피로도 분석 (Analysis of Trunk Muscle Fatigue as the Frequency of Lifting/Lowering and Recovery Time Change)

  • 이태용;김정룡;신현주
    • 대한인간공학회지
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    • 제25권2호
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    • pp.197-204
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    • 2006
  • The purpose of this study was to investigate the relationship between the cumulative fatigue of trunk muscles and the period of recovery time during repetitive lifting and lowering task with two different frequencies(4 times/min and 6 times/ min). Eight healthy males with no prior history of LBD(low back disorders) volunteered for this study. Subjects had 2, 3, 4, and 5 minutes recovery time respectively while they were preforming the lifting and lowering task at 15% level of MVC. EMG signals from six trunk muscles were collected and the fatigue level was analyzed quantitatively. In results, the fatigue levels of LES(left elector spinae), RLD(right lattissimus dorsi), LLD(left lattissimus dorsi), RRA(right rectus abdominis) and LRA(left rectus abdominis) were recovered when 3 minutes recovery time was given at 4 times/min frequency. However, the fatgue level of RES(right elector spinae) was recovered when 4 minutes recovery was given. On the other hand, when 6 times/min frequency was used, the RLD, LLD, RRA and LRA were recovered at 5 minutes of recovery time. But for RES and LES, it took longer than 5 minutes to be recovered. This results can be applied to design the adequate length of recovery time to control the cumulative fatigue of trunk muscles in industry with repetitive lifting and lowering task.

운전하중하의 레인플로집계법을 이용한 화차 대차의 피로누적손상과 수명예측 (Fatigue Cumulative Damage and Life Prediction of Freight Bogie using Rainflow Counting Method under Service Loading)

  • 전주헌;백석흠;이경영;조석수;주원식
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2004년도 춘계학술대회
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    • pp.114-119
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    • 2004
  • Endbeam is an important structural member of freight bogie for the support of service loading. In general, more than 25 years' durability is necessary. However, endbeam occur fatigue fracture in dynamic stress concentration location because comparatively strength and stiffness are low. Therefore, structure analysis is performed to evaluate structural problem of endbeam and local strain range as durability analysis. The number of cycles is extracted concerning the bogie in operation by measurement dynamic stress time history on critical part which is crack initiation in actual fact. At this time rainflow cycle counting is used to consider change of stress for operating condition. Based on the fatigue life curves and the stress analysis, the fatigue life of the endbeam is predicted and compared with the experimentally determined fatigue life, resulting in a fairly good correlation.

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인공신경망을 이용한 계측응력 분류 및 피로수명 평가 (Stress Classification Using Artificial Neural Networks and Fatigue Life Assessment)

  • 정성욱;장윤석;최재붕;김영진
    • 대한기계학회논문집A
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    • 제30권5호
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    • pp.520-527
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    • 2006
  • The design of major industrial facilities for the prevention of fatigue failure is customarily done by defining a set of transients and performing a calculation of cumulative usage factor. However, sometimes, the inherent conservatism or lack of details as well as unanticipated transients in old plant may cause maintenance problems. Even though several famous on-line monitoring and diagnosis systems have been developed world-widely, in this paper, a new system fur fatigue monitoring and life evaluation of crane is proposed to reduce customizing effort and purchasing cost. With regard to the system, at first, comprehensive operating transient data has been acquired at critical locations of crane. The real-time data were classified, by using adaptive resonance theory that is one of typical artificial neural network, into representative stress groups. Then the each classified stress pattern was mapped to calculated cumulative usage factor in accordance with ASME procedure. Thereby, promising results were obtained fur the crane and it is believed that the developed system can be applicable to other major facilities extensively.