• 제목/요약/키워드: patched crack

검색결과 18건 처리시간 0.018초

Evaluation of Stress Intensity Factor for A Partially Patched Crack Using an Approximate Weight Function

  • Kim, Jong-Ho;Hong, Seong-Gu;Lee, Soon-Bok
    • Journal of Mechanical Science and Technology
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    • 제17권11호
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    • pp.1659-1664
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    • 2003
  • A cracked plate with a patch bonded on one side was treated with a crack-bridging model using weight function: assuming continuous distribution of springs acting between th crack surfaces, the stress intensity factor of the patched crack was numerically obtained. Especially in the case of a patched crack subjected to residual non-uniform stress, the stress intensity factor was easily with the corresponding approximate weight function. This paper presented the stress intensity factors for a crack partially patched within a finite plate or a patched crack initiated from a notch.

근사적 가중함수를 이용한 보강된 균열평판의 응력강도계수 계산에 대한 연구 (A study on the calculation of stress intensity factor for a patched crack using approximate weight function)

  • 김종호;이순복
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2000년도 추계학술대회논문집A
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    • pp.123-128
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    • 2000
  • A cracked-plate with a patch bonded on one side is treated with a crack-bridging model: assuming continuous distribution of springs acting between crack surfaces. the approximate weight function was introduced to obtain the stress intensity factor of patched crack subjected to residual stress or non-uniform stress. The stress intensity factors for the partially patched crack within finite plate or the patched crack initiated from a notch were successfully obtained by numerical calculation.

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알루미늄 합금판재에 FRP 라미네이터를 보강한 APAL 및 CPAL 재의 균열전파속도 거동 (The Behavior of Crack Growth Rate for APAL and CPAL Patched with FRP Laminate in Aluminum Alloy Plate)

  • 윤한기;정해용;허정원
    • 대한기계학회논문집
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    • 제19권4호
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    • pp.1013-1022
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    • 1995
  • A hybrid composite (APAL;Aramid Patched ALuminum alloy, CPAL;Carbon Patched ALluminum alloy), consisting of a Al 2024-T3 aluminum alloy plate sandwiched between two aramid/epoxy and carbon/epoxy laminate, was developed. Fatigue crack growth behavior was examined at stress ratios of R=0.2, 0.5. The APAL and CPAL showed superior fatigue crack growth resistance, which may be attributed to the crack bridging effect imposed by the intact fibers in the crack wake.

유한두께를 가지는 보강된 균열평판에 대한 면외굽힘을 고려한 응력강도계수 계산 (Calculation of stress intensity factor considering out-of-plane bending for a patched crack with finite thickness)

  • 김종호;이순복
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2000년도 춘계학술대회논문집A
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    • pp.165-169
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    • 2000
  • A simple method was suggested to calculate the stress intensity factor for a one-sided patched crack with finite thickness. To consider out-of-plane bending effect resulting from the load-path eccentricity, the spring constant as a function of the through-thickness coordinate z was calculated from the stress distribution in the un-cracked plate, ${\sigma}_{yy}(y=0,\;z)$, and the displacement for the representative single strip Joint, $u_y(y=0,\;z)$. The stress Intensity factors were obtained using Rose's asymptotic solution approach and compared with the finite element results. In short crack region, two results had a little difference. However, two results were almost same in long crack region. On the other hand, the stress intensity factor using plane stress assumption was more similar to finite element result than plane strain condition.

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FRP 본딩한 알루미늄 판재의 피로균열 저항성에 관한 연구 (A Study of Resistance of Fatigue Crack in Aluminum Alloy Plate Bonded with FRP)

  • 윤한기;오세욱;박원조;허정원
    • Journal of Welding and Joining
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    • 제12권4호
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    • pp.117-126
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    • 1994
  • APAL (Aramid Patched ALuminum alloy) was manufactured, which was a material that was consisting of a A12024-T3 aluminum alloy plate bonded to single-side of it with aramid/epoxy laminates. The aramid/epoxy laminates were bonded to it in condition of 1, 2 ply and fiber orientation of .+-.45, 0.deg./90.deg. Fatigue crack propagation tests were performed at stress ratio R-0.2, 0.5 with Al 2024-T3, APAL 45-1P, APAL 0/90-1P, APAL 45-2P, APAL 0/90-2P specimens to examine behavior of retardation in fatigue crack propagation. All the APAL specimens showed superior fatigue crack resistance. Number of cycle spended for crack to propagate from $a_{M}$=37 to $a_{M}$=65 mm in case of APAL 0/90-2P specimen was half that of Al 2024-T3 specimen. Fatigue crack propagation rate of APAL 0/90 specimens were retarded more compared to APAL 45 specimens and the amounts of retardation at R=0.5 were larger than that at R=0.2. It was found that the retardation in fatigue crack propagation was caused by intact fibers in the wake of crack.ack.

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CFRP로 보강한 하이브리드 복합재료의 비파괴검사법을 이용한 피로균열 지연의 연구 (A Study on Fatigue Crack Retardation Using NDT Test in a Hybrid Composite Material Reinforced with a CFRP)

  • 윤한기;박원조;허정원
    • Composites Research
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    • 제12권3호
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    • pp.1-7
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    • 1999
  • Al2024-T3 판재에 카본/에폭시(carbon/epoxy) 라미네이트를 섬유배열 방향 $0^{\circ}$/$90^{\circ}$$\pm$$45^{\circ}$로 2 Plies 보강하여 CPAL(Carbon Patched ALuminum alloy)재를 제작하고, 응력비 R=0.2, 0.5에서 피로균열전파 실험을 실시하였다. X-Ray와 초음파 C-Scan 장비를 이용하여 A/2024-T3 판재의 균열과 CFRP 라미네이트 박리 거동을 조사하여 피로균열 지연 거동과 지연기구(mechanism)를 연구하였다. A/2024-T3 시험편에 비해서 CPAL 시험편은 피로균열전파속도가 현저하게 지연되었으며, 지연 정도는 $0^{\circ}$/$90^{\circ}$ CPAL이 $\pm$$45^{\circ}$ CPAL 시험편보다 크고, 응력비 R=0.2에서 응력비 R=0.5보다 크게 나타났다. CPAL 시험편의 피로균열 지연 효과는 균열후방의 박리 및 비박리 CFRP 라미네이트가 A/2024-T3 판재의 균열열림(COD)을 감소시키는 균열브리징미케니즘(crack bridging medhanism) 때문에 발생함을 확인하였다.

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무아레 간섭계를 이용한 복합재 보강 콘크리트의 변형해석 (Deformation Analysis of Composits-Patched Concrete Using Moire Interferometry)

  • 주진원;채수은;신동일
    • 대한기계학회논문집A
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    • 제26권1호
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    • pp.160-170
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    • 2002
  • Many of aged and damaged concrete structure have been revitalized with composite reinforcement. Flexural behaviors of composite-patched concrete specimens are characterized by high-sensitivity moire interferometry. The three-mirror, four-beam interferometry system and a compact loading system are used for obtaining singe patterns representing whole-field contour maps of in-plane displacements. It is seen from the calibration test for the loading system that the measured bending displacement is in excellent agreement with the displacement calculated by the beam theory. The crack opening displacement as well as the bending and the horizontal displacement fur the notched and unnotched specimen are investigated. The results also show that the notched specimen reinforced by a composite sheet has sufficient stiffness and strength compared to the original concrete specimen.

복합재 패치로 한쪽 면을 보강한 평판의 균열선단 진전거동 해석 (Analysis of fatigue crack growth behavior in composite-repaired aluminum plate)

  • 이우용;이정주
    • 한국복합재료학회:학술대회논문집
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    • 한국복합재료학회 2004년도 춘계학술발표대회 논문집
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    • pp.241-245
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    • 2004
  • An analytical study was conducted to characterize the fatigue crack growth behavior of pre-cracked aluminum plates repaired with asymmetric bonded composite patch. For single-sided repairs, due to the asymmetry and the presence of out-of-plane bending, crack front shape would become skewed curvilinear started from a uniform through-crack profile, as observed from previous studies. In this study, the fatigue analysis of single-sided repairs considering crack front shape development was conducted by implementing three-dimensional successive finite element method coupled with linear elastic fracture mechanics (LEFM) concept, which enables the growing crack front to be directly traced and modeled in a step by step way. Through conducting present analysis technique, crack path of the patched plate as well as the fatigue life was evaluated with sufficient accuracy. The analytical predictions of both the crack front shape evolution and the fatigue life were in good agreement with the experimental observations.

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원주방향 관통균열을 갖는 원통형 쉘 구조의 패치보강 해석 (Analysis of Patched Cylindrical Shells with Circumferential Through-Wall Cracks)

  • 안재석;김영욱;우광성
    • 대한토목학회논문집
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    • 제32권6A호
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    • pp.411-418
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    • 2012
  • 이 연구에서는 수치해석 실험을 통하여, 원주방향 관통균열을 갖는 원통형 쉘의 패치보강 전후의 거동에 대한 평가와 다양한 변수에 따른 패치보강 효과를 분석하였다. 해석 모델의 신뢰성을 높이기 위해, h-법 및 p-법에 기초한 모델링, 두 가지 방법이 동시에 고려되었다. 또한 선형탄성파괴역학 개념에 기초하여 에너지 방출률을 산정하기 위해, 등가영역적분법 및 가상균열확장법이 고려되었다. 해석 예제로서, 먼저 연구에서 수행된 h-법 및 p-법 유한요소 모델을 검증하기 위해, 패치 보강전의 인장력을 받는 관통 균열이 있는 쉘 구조물이 해석되었으며, 해석 결과값들과 여러 참고문헌 값들이 비교되었다. 그리고 패치 보강된 원통형 쉘 시스템에서의 접착제 두께, 접착제 전단탄성계수, 패치 두께, 패치 재료, 균열 길이 등의 여러 설계 변수에 대한 민감도 해석이 수행되었다.

경사균열을 갖는 복합재료 보강판의 피로균열 성장에 관한 연구 (A Study on Fatigue Crack Growth Analysis of Inclined Cracked Plate with Composite Patched Repair)

  • 정기현;양원호;김철
    • 대한기계학회논문집A
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    • 제25권12호
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    • pp.2091-2099
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    • 2001
  • Fatigue crack growth behavior of inclined cracked Al 6061-T6 thick aluminum plate(6mm) repaired with the bonded composite patch was studied. A 0°inclined crack bonded reinforced composite patch and 15°, 30°, 45°, 60°inclined crack plates were tested. The effect of patch and inclined angle were studied and compared to each other. Also we investigated to the crack propagation direction and debonding behavior during the fatigue crack growth test. In this paper. a study was con(ducted to get an fatigue life, fatigue crack growth ratio and crack growth direction. Finally, the effectiveness of composite patch on inclined cracked plate was investigated. The results demonstrated thats there was a definite variation in fatigue life and fatigue crack growth behavior depending on the inclined crack angle.