• 제목/요약/키워드: Circular Hole Notched Strength

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원공을 가진 Glass/Epoxy 복합재료의 노치강도 및 파괴조건 (Notched Strength and Fracture Criterion of Glass/Epoxy Plain Woven Composites Containing Circular Holes)

  • 김정규;김도식
    • 대한기계학회논문집
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    • 제16권7호
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    • pp.1285-1293
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    • 1992
  • 본 연구에서는 glass/epoxy 직조된 복합재료에 있어서 원공 및 판폭의 크기가 노치강도에 미치는 영향을 명확히 하고, 또한 노치강도 및 파괴조건과 위에서 언급한 특성길이와의 관계를 검토하였다.

FEM에 의한 CRALL재의 노치강도 해석(I) (Notched Strength Analysis of CRALL Materials by FEM (I))

  • 윤한기
    • 한국해양공학회지
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    • 제13권2호통권32호
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    • pp.41-50
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    • 1999
  • As for the properties on both the aluminum and the CFRP which are used to make A17075/CFRP multi-layered hybrid composites, CRALL(carbon reinforced aluminum laminate). In the CRALL specimen for rule of mixture, we were analyzed notched strength by finite element method. The results obtained from FEM analysis are as follows; In the unnotch CRALL specimen, the stresses CFRP, epoxy, Al 7075 obtained by finite element method strength solution for A/C0001, when strain is 0.28%, are 1400MPa, 38MPa, 411MPa. respectively and for A/C9991, when strain 0.48%, are 392MPa, 26MPa and 321Mpa, respectively. the solpe of the stress-strain curve by FEM increases in keeping with the hole size and the yield strain decrease to 36% and 55% for A/C9993 and A/C9991 respectively.

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Glass/Epoxy 복합재료의 피로강도평가 및 피로수명예측 (The Fatigue Strength and the Fatigue Life Prediction in Plain Woven Glass/Epoxy Composite Plates)

  • 김정규;김도식
    • 대한기계학회논문집
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    • 제17권10호
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    • pp.2475-2482
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    • 1993
  • The effects of the hole size(2R) and the specimen width(W) on the fatigue strength and the fatigue life in plain woven glass/epoxy composite plates are experimentally investigated under constant amplitude tensile fatigue loading. It is shown in this study that the notch sensitivity under fatigue loading is lower than that under static loading. It can be explained by the fact that the stress concentration is relaxed by the damage developed at the boundary of circular hole. To predict the fatigue strength at a specific cycle, the modified point stress criterion represented as a function of the geometry of the specimen(2R and W) is applied. It is found that the model used in the prediction of the notched tensile strength predicts the fatigue strength with reasonable accuracy. A model for predicting the fatigue life in the notched specimen, based on the S-$N_f$, curve in the smooth specimen, is suggested.

영역피해모델에 의한 균열 및 노치의 피로강도평가 (Inherent Damage Zone Model for fatigue Strength Evaluation of Cracks and Notches)

  • 김원범;백점기;승본유기부
    • 대한조선학회논문집
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    • 제43권4호
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    • pp.494-503
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    • 2006
  • Inherent damage zone model is presented to explain the fatigue properties near the fatigue limit and the crack growth threshold consistently Inherent damage zone model assumes that the stress at a point which is located at a small distance, $r_0$, an inherent length of the material that represents the size of effective damage zone, from the crack initiation position governs the fatigue characteristics regardless of the geometric configuration of the specimen; smooth specimen, notched specimen or cracked specimens with short and long crack length. A special feature of the paper is using the exact stress distributions of notched and cracked specimens at the strength evaluations. Analytical elastic solutions by Neuber and Westergaard are employed for this purpose Relationship between fatigue limit of smooth specimen and threshold stress of cracked specimen, occurrence condition of non-propagating crack at the root of elliptic notch and circular hole and relationship between stress concentration factor and fatigue notch factor are discussed quantitatively based on the proposed model.

Plastic기 복합재료의 파손강도 및 파괴인성에 미치는 원공크기의 영향 (The Effect of Hole Size on the Failure Strength and Fracture Toughness in Polymer Matrix Composite Plates)

  • 김정규;김도식
    • 한국재료학회지
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    • 제3권2호
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    • pp.197-204
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    • 1993
  • Plastic기 복합재료의 파괴거동에 미치는 원공크기오 판폭의 영향을 검토하기 위하여 단축인장시험을 행하였다. 점응력파손조건에서의 특성길이 $d_o$는 원공크기 및 판폭에 의존하며, 이를 기초로 파손강도를 예측하기 위한 수정 점응력 파손조건식을 제안하였다. 이 파손조건의 예측값은 실험값과 잘 일치하였다. 파손 강도는 원공선단의 손상비의 증가에 따라 증가하며, 이는 손상영역의 형성으로 인한 응력완화현상으로 설명되어 진다. 또한 불안정 파괴시의 최대균열길이 $a_c$는 특성길이 $d_o$의 약 2배의 값을 나타낸다. 파괴인성에 대응하는 한계에너지해방율 $G_c$의 변화는 원공선단의 손상영역의 증가에 의한 응력완화가 주요한 원인이라고 할 수 있다.

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