• 제목/요약/키워드: Crack closure phenomenon

검색결과 16건 처리시간 0.019초

CRACK 개구변위(開口變位)에 기초한 미소피로(微小疲勞)크랙 전파법칙(法則)의 고찰(考察) (Considerations of the Small-Crack Growth Law Based on COD)

  • 김민건;지정근
    • 산업기술연구
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    • 제13권
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    • pp.49-57
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    • 1993
  • Bending fatigue tests were carried out on the specimenes with two different strength levels in order to investigate small crack growth rate. The main results obtained are as follows : (1) Small crack growth law, $da/dn=C{\sigma}_a{^n}a$ is useful several materials, but is not the rule applicable to all cases generally. (2) When da/dn in several specimens are equal, COD near the crack tip are also nearly equal. (3) Crack tip opening displacement(CTOD) is the main factor to control the small crack growth rate, and da/dn ${\propto}$ CTOD comes into being between the two. Accordingly, $da/dn=C({\sigma}_a{^2}/{\sigma}_s){^n}a^n$ shows the small crack growth rate being reflected crack closure phenomenon.

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표면균열의 피로성장거동연구 -인장 반복 하중하에서의 균열형상비 예측- (A Study on the Fatigue Growth Behavior of Surface Cracks -Prediction of Crack Aspect Ratio under the Constant Amplitude Tension Fatigue Loads-)

  • 최용식;양원호;김재원
    • 오토저널
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    • 제12권2호
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    • pp.43-50
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    • 1990
  • The fatigue growth behavior of surface cracks cannot be adequately predicted solely by stress intensity factor analysis. This is caused by different plastic deformation due to variations in the stress field triaxiality along the crack tip. Therefore, a new model which accounts for the crack closure phenomenon is proposed in this paper to predict the fatigue crack growth patterns for surface cracks. Fatigue tests were performed to develop the new model for the prediction and to assess the accuracy of the analysis. The predicted crack growth behavior for PMMA and Aluminum alloy 7075-T6 materials agreed well with the experimental data.

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용접부의 인장 및 압축잔류응력에 관한 피로균열 전파거동 (Fatigue Crack Propagation Behaviors on Tensile and Compression Residual Stresses in Weld Zone)

  • 이하성;강동명
    • 한국안전학회지
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    • 제9권3호
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    • pp.13-21
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    • 1994
  • Effects of tensile and compression residual stresses in the welded SS41 and A17075-76 on fatigue crack propagation behavior are investigated when a crack propagates from residual stresses region. We propose the fatigue crack growth equation on tensile and compression residual stresses in welded metal. The results obtained in this experimental study are summarized as follows . 1 ) A fatigue crack growth equation which applied fatigue fracture behavior of the welded metal is proposed. (equation omitted) where, $\alpha$, $\beta$, ${\gamma}$ and $\delta$ are constants, and R$_{eff}$ is effective stress ratio [R$_{eff}$=(Kmin+Kres)/(Kmax+Kres)], Kcf is critical fatigue stress intensity factor. The constants are obtained from nonlinear least square method. The relation between crack length and number of cycles obtained by integrating the fatigue crack growth rate equation is in agreement with the experimental data. 2) The experimental results confirmed that the cause of crack extension and retardation by residual stresses has relation to the phenomenon of crack closure. 3) The relaxing trend of residual stresses by the crack propagation was greater In case of compressive residual stress than that of tensile residual stress in the welded metal.tal.

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Notch재 피로와 Kikukawa-Compliance법 (제 1 보 기초적 검토) (Notched Specimen Fatigue and Kikukawa's Compliance Technique(Part I.On Some Basic Testing Results))

  • 송지호;박영조
    • 대한기계학회논문집
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    • 제2권1호
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    • pp.10-18
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    • 1978
  • Kikukawa's compliance method using the conventional crack mouth clip-on gauge was proposed as a desired measurement technique to monitor the notched specimen fatigue behavior. The measurement technique makes it possible to continuously monitor the initiation and growth of incipient small part-through crack originated at the notch root and the phenomenon of crack closure. The variarion of natural flaw geometry with fatigue cycling was investigated. The test results on 7075-T6 aluminium alloy suggest the dependence of effective stress intensity factor range ratio .upsilon. on the maximum stress intensity factor .KAPPA.max.

A review of experimental and numerical studies on crack growth behaviour in rocks with pre-existing flaws

  • G. Sivakumar;V.B. Maji
    • Geomechanics and Engineering
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    • 제35권4호
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    • pp.333-366
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    • 2023
  • Rock as a mass generally exhibits discontinuities, commonly witnessed in rock slopes and underground structures like tunnels, rock pillars etc. When these discontinuities experiences loading, a new crack emerges from them which later propagates to a macro scale level of failure. The failure pattern is often influenced by the nature of discontinuity, geometry and loading conditions. The study of crack growth in rocks, namely its initiation and propagation, plays an important role in defining the true strength of rock and corresponding failure patterns. Many researchers have considered the length of the discontinuity to be fully persistent on rock or rock-like specimens by both experimental and numerical methods. However, only during recent decades, there has been a substantial growth in research interest with non-persistent discontinuities where the crack growth and its propagation phenomenon were found to be much more complex than persistent ones. The non-persistence fractures surface is generally considered to be open and closed. Compared to open flaws, there is a difference in crack growth behaviour in closed or narrow flaws due to the effect of surface closure between them. The present paper reviews the literature that has contributed towards studying the crack growth behaviour and its failure characteristics on both open and narrow flaws subjected to uniaxial and biaxial compression loading conditions.

수정 Forman 모델을 이용한 고성능 강재의 피로균열전파와 피로수명평가 (Fatigue Crack Propagation and Fatigue Life Evaluation of High-Performance Steel using Modified Forman Model)

  • 최성원;강동환;이종관;김태원
    • 대한기계학회논문집A
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    • 제35권11호
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    • pp.1361-1368
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    • 2011
  • 응력확대계수비와 하중 주파수가 각각 'R=0.1, f=0.1 Hz', 'R=0.3, f=0.3 Hz' 및 'R=0.5, f=0.5 Hz'인 세가지 하중 조건에서 피로균열전파 실험을 하였으며 이를 바탕으로 고성능 강재의 피로균열전파거동 분석과 피로수명평가를 수행하였다. 하중 조건에 따른 피로균열전파거동을 모사하기 위해 수정된 Forman 모델을 제안하였으며 제안된 모델은 하한 응력확대계수폭과 균열 닫힘 현상에 의한 유효 응력확대계수폭을 고려함으로써 거동의 전 영역을 모사할 수 있었다. 응력확대계수비와 하중 주파수가 0.1 인 경우, 균열이 약 5.0 mm 전파될 때 피로수명을 평가한 결과, Forman 모델은 8,814 cycles, 수정된 모델은 12,292 cycles 의 계산결과를 얻었으며, 이를 12,774 cycles 의 실제 실험결과와 비교할 때 수정된 Forman 모델이 실제 피로균열전파거동을 보다 효과적으로 모사하고 있음을 확인할 수 있었다.