• 제목/요약/키워드: crack prediction

검색결과 552건 처리시간 0.028초

되풀이 균열 선단 열림 변위를 이용한 피로 균열 열림 거동 예측을 위한 유한 요소 해석 (Finite Element Analysis for the Prediction of Fatigue Crack Opening Behavior Using Cyclic Crack Tip Opening Displacement)

  • 최현창
    • 대한기계학회논문집A
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    • 제30권11호
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    • pp.1455-1460
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    • 2006
  • The relationship between fatigue crack growth behavior and cyclic crack tip opening displacement is studied. An elastic-plastic finite element analysis (FEA) is performed to examine the growth behavior of fatigue crack, where the contact elements are used in the mesh of the crack tip area. We investigate the relationship between the reversed plastic zone size and the changes of the cyclic crack tip opening displacement along the crack growth. We investigate the effect of the element size when predict fatigue crack opening behavior using the cyclic crack tip opening displacement obtained from FEA. The cyclic crack tip opening displacement is related to fatigue crack opening behavior.

신뢰성 공학적 피로 균열의 발생, 진전 수명 평가 및 예측에 관한 연구 ( I ) -피로 균열 진전 수명의 통계학적 분포 특성- (Evalustion and Prediction for the Fatigue crack Initiation and Growth Life by Reliability Approach (I) -Statistical Consideration for Fatigue Crack Growth Life-)

  • 권재도;최선호;황재석;곽상국;전경옥;장재영
    • 대한기계학회논문집
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    • 제14권6호
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    • pp.1583-1591
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    • 1990
  • 본 연구에서는 결함체의 정도 높은 수명 예측을 하기 위한 기초연구의 일환으 로서 다수의 피로 실험을 통한 다수의 실험 데이터로부터 확률 통계학적 방법을 적용 해서 피로 균열의 발생, 진전 및 파단 특성의 정략적인 파악을 수행하여, 수명예측 및 신뢰성 평가를 위한 시스템에 도입함으로써 실제 구조물의 수명예측에 적용하고자 한 다. 피로 균열의 발생 및 파단수명의 통계적 분포특성과 수명예측에 관해서는 제2보 등에서 보고할 예정이다.

동일평면상에 존재하는 복수표면균열의 피로성장수명예측 (Fatigue Growth Life Prediction for Collinear Multiple Surface Cracks)

  • 이진호;최용식;김영진
    • 대한기계학회논문집
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    • 제17권7호
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    • pp.1668-1677
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    • 1993
  • The objective of this paper is to develop a computational model for predicting the fatigue propagation of collinear multiple surface cracks under constant amplitude and variable amplitude loadings. After examining fatigue crack growth behavior for CT specimens and single surface crack specimens, empirical equations of(11) and(12) are proposed for the prediction of fatigue life in a multiple surface crack geometry. The accuracy of the proposed model is verified using a life prediction computer program. Several case studies were performed to check the accuracy of the proposed model and to verify the usefulness of the developed program. Good agreement is observed between the numerical results based on the proposed model and the published experimental data.

균열 형상비 변화에 따른 단일표면파로균열의 성장특성과 수명예측 (Growth Characteristics and Life Prediction of Single Surface Fatigue Crack with the Variation of crack Configuration Ratios)

  • 서창민;서덕영;정정수
    • 한국해양공학회지
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    • 제7권2호
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    • pp.173-181
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    • 1993
  • This work has been investigated the ralationship between single surface crack length and crack depth have influence on the fatigue life. The simulation based on experimental results of 2.25 Cr-1Mo steel at various crack configuration ratios has enabled successful prediction of fatigue life at room temperature. The effect of crack depth should be considered for predicting fatigue crack growth rates as well as that of surface crack length. It is also shwn that the crack growth mechanisms are in good agreement with expreimental data according to the interaction of crack length and crack depth.

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부식을 고려한 콘크리트 교량의 최대 균열폭 제어 (Maximum Crack Width Control in Concrete Bridges Affected By Corrosion)

  • 조태준
    • 한국안전학회지
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    • 제21권3호
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    • pp.114-121
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    • 2006
  • As one of the serviceability limit states, the prediction and control of crack width in reinforced concrete bridges or PSC bridges are very important for the design of durable structures. However, the current bridge design specifications do not provide quantitative information for the prediction and control of crack width affected by the initiation and propagation of corrosion. Considering life span of concrete bridges, an improved control equation about the crack width affected by time-dependent general corrosion is proposed. The developed corrosion and crack width control models can be used for the design and the maintenance of prestressed and non-prestressed reinforcements by varying time, w/c, cover depth, and geometries of the sections. It can also help the rational criteria for the quantitative management and the prediction of remaining life of concrete structures.

중유발전소의 재열기관 균열 해석 (Analysis of Reheater Pipe Crack for Oil Power Plant)

  • 홍성호;홍성주
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2003년도 춘계학술대회
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    • pp.643-647
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    • 2003
  • Power plant Piping operating at elevated temperature often fails prematurely by the growth of microcracks under creep conditions. Therefore, the life assessment of high temperature components that contain cracks is an important technological problem. The mechanisms of crack growth in simple metals and alloys have been investigated using both mechanical and microstructural approaches. In this study, life prediction accounting for creep, crack growth and thermal stress is analyzed.

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A Study on the Determination of Closing Level for Finite Element Analysis of Fatigue Crack Closure

  • Choi, Hyeon-Chang
    • Journal of Mechanical Science and Technology
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    • 제14권4호
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    • pp.401-407
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    • 2000
  • An elastic-plastic finite element analysis is performed to investigate detailed closure behavior of fatigue cracks and the numerical results are compared with experimental results. The finite element analysis performed under plane stress using 4-node isoparametric elements can predict fatigue crack closure behavior. The mesh of constant element size along crack surface can not predict the opening level of fatigue crack. The crack opening level for the constant mesh size increases linearly from initial crack growth. The crack opening level for variable mesh size, is almost flat after crack tip has passed the monotonic plastic zone. The prediction of crack opening level using the variable mesh size proportioning the reversed plastic zone size with the opening stress intensity factors presents a good agreement with the experimental data regardless of stress ratios.

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부식에 의한 부착저항감소를 고려한 콘크리트 교량의 균열폭 예측 (Crack Width Prediction in Concrete Bridges Considering Bond Resistances affected by Corrosion)

  • 조태준;조효남;박미연
    • 콘크리트학회논문집
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    • 제18권4호
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    • pp.543-552
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    • 2006
  • 사용성 한계상태로서의 균열폭 예측에 관한 현재의 교량설계 시방기준은, 부식의 시작과 진행에 의한 균열폭을 고려할 때 이론적으로 불충분하다. 균열폭은 하중, 부착, 미끄러짐, 그리고 철근이나 긴장재의 부식에 영향을 받게 된다. 콘크리트 교량의 생애주기 동안의 시간 의존적 일반부식을 고려하여, 균열폭 예측식을 제안하였다. 개발된 부식모델과 균열예측식은 프리스트레스트 콘크리트교량과 일반콘크리트교량의 설계시 시간단계별로 물-시멘트 비, 피복두께, 단면형상의 변화에 따른 극한한계상태와 사용성한계상태의 평가에 사용될 수 있다. 또한 기존교량의 시간단계별 극한 한계상태 및 사용성한계 상태의 평가를 통해서 정량적인 유지관리 및 잔존수명예측에 기여할 것으로 기대한다.

박판 Al 합금재료의 피로균열전파특성과 피로수명예측 (Characteristics of Fatigue Crack Propagation and Fatigue Life Prediction of Thin Sheet Al Alloy)

  • 김승권;이억섭;양형렬;여인철;박성완
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2008년도 추계학술대회A
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    • pp.356-361
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    • 2008
  • In characteristics of fatigue crack propagation, it is important that fatigue life is affected by crack closure phenomenon in thin sheet Al alloy. The purpose of this paper is to analyze the characteristics of fatigue crack propagation in constant loading condition for sheet Al 2024-T3 alloy of two sort of thickness and identify the difference of fatigue life in thin sheet specimen comparing experimental results of thin sheet specimen and relatively thick sheet specimen under same fatigue loading condition. In applying fatigue related material constants from fatigue crack propagation analysis, we attempt to operate the fatigue life estimating process of thin sheet specimen by modified Paris‘ law considering crack closure phenomenon and analyze the experimental and prediction results of fatigue life in thin sheet Al alloy.

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단일 과대 하중에 의한 균열 성장 지연 거동 예측 (Prediction of Crack Growth Retardation Behavior by Single Overload)

  • 송삼흥;최진호;김기석
    • 한국정밀공학회:학술대회논문집
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    • 한국정밀공학회 1996년도 추계학술대회 논문집
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    • pp.928-932
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    • 1996
  • Single overload fatigue tests with overload sizes ranging from 50% and 100% have been performed to investing ate the fatigue crack growth retardation behavior. A modified and experimental method of Willenborg's model for prediction of crack growth retardation behavior has been developed, based on evaluations of equivalent plastic zone size (EPZS) changing its size along the overload plastic zone boundary. The minimum crack growth rates of each overload size are linearly decreased with overload size increasing, but fatigue lives extended by single overload are increasing much more unlike the crack growth rates. Comparisons of crack growth behavior predicted by EPZS model and Willenborg model have shown that the EPZS model accounts for overload effects better than Willenborg model. These effects include delayed retardation, large retardation region, minimum crack growth rate, and the increase rate of crack growth rate in the region crack growth rate recovered.

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