• 제목/요약/키워드: Fatigue cumulative damage

검색결과 115건 처리시간 0.025초

변동하중하의 피로수명예측 (Fatigue Life Predictions for Variable Load Histories)

  • 하재선;송지호;이시중
    • 대한기계학회논문집
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    • 제12권4호
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    • pp.760-780
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    • 1988
  • 본 연구에서는 변동하중하의 피로수명 예측법에 관하여 미국 자동차공학회 (SAE) 피로손상분과의 광범위한 연구결과를 이용하여, 거시적인 피로균열 발생까지의 수명을 대상으로 검토한 것이다. 특히 현장에서 많이 직면하는, 재료의 피로특성에 관한 데이터가 거의 없는 경우에 대해서도 검토하고 있다.

대형 지진하중에 대한 시편의 변형률기반 손상평가 (Strain-based Damage Evaluation of Specimens under Large Seismic Loads)

  • 권형도;허은주;이종민;김진원
    • 한국압력기기공학회 논문집
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    • 제14권2호
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    • pp.24-31
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    • 2018
  • In this paper, specimen tests with simulated large seismic conditions have been carried out to investigate damage characteristics such as structural deformation and crack initiation under seismic loading. The mechanical behavior of the specimens is predicted by numerical simulations and the strain-based damage evaluations are performed. Finite element analyses of the specimens under the simulated seismic loading at room and operating temperatures were carried out for low alloy steel and stainless steel materials. Peak strain amplitude, cumulative fatigue damage and cumulative strain limit damage are calculated considering the nature of cyclic loading. In all cases, the allowable damage criteria are exceeded at the time of observing cracks visually in the tests. Therefore, it is confirmed that the material behavior due to the large seismic loads can be predicted by the numerical method and the structural damage of the materials can be evaluated conservatively based on the strain criteria.

강철도교의 잔존피로수명 평가 (Remaining Fatigue Life Evaluation of Steel Railroad Bridge)

  • 김상효;이상우;마호성;김종학
    • 한국강구조학회 논문집
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    • 제11권4호통권41호
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    • pp.329-338
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    • 1999
  • 본 연구에서는 공용중인 강철도교의 피로에 대한 안전성을 확보하기 위해 기존의 피로손상예측이론을 바탕으로 강철도교의 피로손상 및 피로균열발생까지의 피로수명을 평가하였으며, 또한 신뢰성이론에 근거하여 사용수명에 따른 신뢰도를 평가하였다. 그리고 이러한 평가를 바탕으로 다양한 통행조건에 대해 등가열차하중을 이용한 간편한 분석 기법을 제안하였다. 피로손상평가를 위하여 적용한 실동응력은 대상교량이 경험하는 다양한 하중조건에 대해 구조해석을 통해서 구해진 응력이력에 보정계수를 적용하여 구하였다. 본 연구의 결과로부터 운행특성, 즉 교행조건의 고려 유 무에 따른 잔존수명은 교행특성을 고려하지 않은 경우가 고려한 경우보다 약간 긴 것으로 평가되었다. 또한 본 연구에서 제안한 간편한 분석기법인 등가열차하중모형에 의한 잔존수명평가 결과는 상세잔존수명평가 결과와 비교하여 볼 때 그 차이가 근사한 것으로 평가되었다.

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폴리에틸렌 보트의 내구성 평가에 관한 연구 (A Study on Estimation of Fatigue Performance of Polyethylene Boat)

  • 오정석;조석수
    • 한국산학기술학회논문지
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    • 제15권1호
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    • pp.47-54
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    • 2014
  • 선체 내구성은 기존 선급 규격에 의하여 구조 치수를 결정한 후 이러한 치수의 선체구조에 대하여 스펙트랄과 결정론적 및 간이 방법에 의하여 평가되고 있다. 이러한 방법은 선체재료를 선급 규격에서 제안하고 있는 재료로 구성하는 경우에는 적용할 수 있으나 선체 재료를 신소재로 구성하는 경우에는 적용할 수 없다. 따라서 본 연구에서는 폴리에틸렌 보트 선체에 대한 피로 손상을 평가하기 위하여 선체에 부하되는 단기간 선체 가속도를 직접 측정하고 이러한 데이터를 기초로 구조설계와 피로수명평가방법이 확립되지 못한 소형 선박의 선체 내구성을 선형누적손상 법칙으로 평가하는 방법을 제안하였다. 개발된 폴리에틸렌 보트의 경우 최대 가속도 상태에서 보트에 부하되는 최대 Von-Mises 응력은 1.8MPa로서 $1{\times}10^9$ 사이클 피로강도 5.9MPa 아래에 있고 유한피로수명개념을 적용한 폴리에틸렌 보트의 내구수명은 415년으로 평가되어져 거의 무한수명을 가지고 있다.

CAE 기법을 이용한 서스펜션 너클의 피로수명 평가 (Fatigue Life Prediction of Suspension Knuckle by CAE Technology)

  • 김영진;서명원;서상민;서재호;김중재
    • 한국자동차공학회논문집
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    • 제3권2호
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    • pp.112-121
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    • 1995
  • Various CAE technologies are used in automobile industries for the purpose of design and analysis. In this paper, a fatigue life evaluation system FLEVA based on the local strain approach is developed and the system is applied for the fatigue strength design of the suspension knuckle, an automobile component. Various steps such as material test, finite element analysis and cumulative fatigue damage analysis of the suspension knuckle were taken. The usefulness of the approach was verified by the fatigue test on the suspension knuckle.

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A probabilistic analysis of Miner's law for different loading conditions

  • Blason, Sergio;Correia, Jose A.F.O.;Jesus, Abilio M.P. De;Calcada, Rui A.B.;Fernandez-Canteli, Alfonso
    • Structural Engineering and Mechanics
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    • 제60권1호
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    • pp.71-90
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    • 2016
  • In this paper, the normalized variable V=(log N-B)(log ${\Delta}{\sigma}-C$-C), as derived from the probabilistic S-N field of Castillo and Canteli, is taken as a reference for calculation of damage accumulation and probability of failure using the Miner number in scenarios of variable amplitude loading. Alternative damage measures, such as the classical Miner and logarithmic Miner, are also considered for comparison between theoretical lifetime prediction and experimental data. The suitability of this approach is confirmed for it provides safe lifetime prediction when applied to fatigue data obtained for riveted joints made of a puddle iron original from the Fao bridge, as well as for data from experimental programs published elsewhere carried out for different materials (aluminium and concrete specimens) under distinct variable loading histories.

컴퓨터 시뮬레이션을 통한 수평 인입 크레인 구성 재료의 잔존수명 예측 (Remaining Life Estimation of a Level Luffing Crane Component by Computer Simulation)

  • 김상열;김성수;최희규
    • 대한금속재료학회지
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    • 제48권6호
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    • pp.489-497
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    • 2010
  • The remaining life estimation of the level luffing crane component, which has operated for about 20 years is examined carefully, especially on the crane structures. To analyse the crane sructures, the basic load and load combination needed to be considered. We modeled various parts of the level luffing crane to analyse fatigue. Fatigue analysis results showed that the level luffing crane is in the fatigue life so that the crane is in the safe state in fatigue cumulative damage. Analysis results show that the remaining life of a jib upper beam would be about 10 years therefore, the level luffing crane should be stable for fatigue for that period.

컨테이너 크레인 붐 구조물의 잔존수명 예측을 위한 컴퓨터 시뮬레이션 (Computer Simulation for Residual Life Expectancy of a Container Crane Boom Structure)

  • 김상열;배형섭;이육형;박명관
    • 한국정밀공학회지
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    • 제24권9호
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    • pp.119-129
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    • 2007
  • The residual life expectancy of the container crane which has been operated more or less 39 years is examined carefully, especially on the boom structure. The basic load and load combination need to be considered for to analyse the boom structure. Various parts of container crane are modeled for to analyse stress, the deflection and the fatigue. Analysis results show that the boom is stable in the stress and deflection but the boom vertical member is over the fatigue life. The rail support beam and boom bottom chord are approximately near the fatigue life. Analysis results show that the residual life of rail support beam and the boom bottom chord would be 2.2 years and 6.8 years, respectively.

Development of earthquake instrumentation for shutdown and restart criteria of the nuclear power plant using multivariable decision-making process

  • Hasan, Md M.;Mayaka, Joyce K.;Jung, Jae C.
    • Nuclear Engineering and Technology
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    • 제50권6호
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    • pp.860-868
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    • 2018
  • This article presents a new design of earthquake instrumentation that is suitable for quick decision-making after the seismic event at the nuclear power plant (NPP). The main objective of this work is to ensure more availability of the NPP by expediting walk-down period when the seismic wave is incident. In general, the decision-making to restart the NPP after the seismic event requires more than 1 month if an earthquake exceeds operating basis earthquake level. It affects to the plant availability significantly. Unnecessary shutdown can be skipped through quick assessments of operating basis earthquake, safe shutdown earthquake events, and damage status to structure, system, and components. Multidecision parameters such as cumulative absolute velocity, peak ground acceleration, Modified Mercalli Intensity Scale, floor response spectrum, and cumulative fatigue are discussed. The implementation scope on the field-programmable gate array platform of this work is limited to cumulative absolute velocity, peak ground acceleration, and Modified Mercalli Intensity. It can ensure better availability of the plant through integrated decision-making process by automatic assessment of NPP structure, system, and components.

CANDU형 원전 주요기기의 피로손상 평가를 위한 그린함수 개발 (Development of Green's Functions for Fatigue Damage Evaluation of CANDU Reactor Coolant System Components)

  • 김세창;성희동;최재붕;김홍기;송명호;노승환
    • 한국압력기기공학회 논문집
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    • 제7권4호
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    • pp.38-43
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    • 2011
  • For the efficient and safe operation of nuclear power plant, evaluating quantitatively aging phenomenon of major components is necessary. Especially, typical aging parameters such as stresses and cumulative usage factors should be determined accurately to manage the lifetime of the plant facility. The 3-D finite element(FE) model is generated to calculate the aging parameters. Mechanical and thermal transfer functions called Green's functions are developed for the FE model with standard step input. The stress results estimated from transfer functions are verified by comparing with 3-D FE analyses results. Lastly, we suggest an effective fatigue evaluation methodology by using the transfer functions. The usefulness of the proposed fatigue evaluation methodology can be maximized by combining it with an on-line monitoring system.