• Title/Summary/Keyword: 균열성장속도

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Crack Growth and Debonding Behaviors of the Pre-cracked RC Beams Repaired with Carbon Fiber Sheets (사전균열로 손상된 RC 보의 탄소섬유시트 보수 후의 균열성장 및 박락거동)

  • Kim, Chung Ho;Ko, Sin Woong
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.10 no.5
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    • pp.121-129
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    • 2006
  • This study look into the mechanisms of growth and magnification of the cracks and delamination in the pre-cracked RC beams repaired with carbon fiber sheets. The experimental parameters were loading type, loading speed and crack. In the experiments, it was confirmed that a failure of beams began with development and propagation of the stepped delamination in the below the loading point due to the rapid change of shear force, but mechanisms of the failure were not influenced with loading type, loading speed and pre-cracks. Particularly, in the case of beams having the pre-cracks, growth of crack concentrated at the special crack below the loading point and led to failure of the beam by delamination due to magnification of crack.

A Study on Subcritical Crack Growth Parameters in Rock-like Material under Monotonic and Cyclic Loading (단조 및 반복하중 하에서의 모사 암석 시료의 임계하 균열성장 지수에 관한 연구)

  • Ko, Tae Young
    • Tunnel and Underground Space
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    • v.29 no.2
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    • pp.124-134
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    • 2019
  • Subcritical crack growth in rock material can occur under monotonic and cyclic loading. Subcritical crack growth plays an important role in evaluating the long-term stability of structures in rocks. This paper presents the results of studies conducted to determine subcritical crack growth parameters under monotonic and cyclic loading in rock-like material. The constant stress rate method was employed for monotonic loading. The subcritical crack growth parameter of n under cyclic loading was determined by the relation between the rate of crack growth per cycle and stress intensity factor range. The specimens contained pre-existing flaws with 45 and 60 degrees of inclination angle and flaws spacing and continuity were varied to arrange crack growth in shear or tensile manner. The results show that the parameter of n is almost constant regardless of the applied load conditions such as monotonic and cyclic or shear and tension.

고온고압 수화학분위기가 원자로 압력용기강쟤 SA508 cl_3의 피로균열 성장속도에 대치는 영향

  • 이상규;김인섭
    • Proceedings of the Korean Nuclear Society Conference
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    • 1998.05b
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    • pp.124-129
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    • 1998
  • 고온고압 수화학 분위기를 모사한 조건에서 피로균열성장 거동에 관한 연구를 수행하였다. 고온고압분위기 모사를 위해 Load machaine, Autoclave, Water loop, 균열측정장치(Reversing DCPD) 그리고 전기화학변수 측정장치 등을 설치하였다. 우선 공기분위기 및 상온수화학 분위기에서의 시험을 통해 안정성을 확인하였으며, 안정한 조건에서 고온수화학분위기에서 실험을 수행하였다. 수화학 분위기에서 용존산소에 상관없이 취성파면이 관찰되었다. 용존산소의 양이 적을 경우(10ppb이하) 발견된 취성파면의 양은 연성파면에 비해 훨씬 적었으며, 용존산소가 높을 경우(8000ppb) 취성파면의 양이 많이 발견되었다. 산소포화된 고온수화학 분위기 피로시험결과는 피로균열성장이 주로 취성파면에 의해 이루어졌으며, 균열성장속도 또한 크게 증가하였다.

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Application of Fracture Mechanics to Design of Machine and Structuire Element (파괴역학을 이용한 기계요소 및 구조물 설계방안 (4))

  • Lee, Eok-Seop
    • Journal of the Korean Society for Precision Engineering
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    • v.4 no.3
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    • pp.19-27
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    • 1987
  • 부재가 피로하중을 받을 경우에는 피로하중의 변동과 균열의 성장에 인한 균열크기의 변동때문에 각순간에서의 응력확대계수가 변화하게 된다. 피로균열성장을 모델링할때 응력확대계수를 이용할 수 있는 타당성은 균열성장속도가 매우 느리므로 순간순간에서의 형상계수의 변화가 거의 무시할 수 있다는 사실에 근거하고 있다. 즉 균열의 길이는 순간순간에 일정하다고 생각하는 즉 준-정적인 문제로 귀착되며, 이 경우 에는 순간순간에 대응하는 단지 변동하는 하중에 대한 응력확대계수의 변동양상을 검토하면 되는 것이다.

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Growth And Characterization of $LiNbO_3$ Single Crystals ($LiNbO_3$단결정성장 및 특성 연구)

  • 손진영;노광수;이진형
    • Journal of the Korean Crystal Growth and Crystal Technology
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    • v.2 no.1
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    • pp.43-50
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    • 1992
  • $ LiNbO_3$ single crystals were grown using the Czochralski Method at various pulling speeds. Macroscopic defects such as cracks, bubbles and cellular structures were observed in some crystals. Cracks and bubbles observed in the crystals depended on the pulling speed and cooling rate. $ LiNbO_3$ crystals of about 15mm diameter could be grown properly at 6-7mm/h pulling speed and $ 20^{circ}C/h$ cooling rate. In order to investigate dielectric properties and optical properties for device application, these properties were measured for the sample cut along a axis and c axis at different temperatures.

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A Study on the Fatigue Crack Growth Behavior of Surface Cracks (SB41 강의 표면 피로균열 진전 특성에 관한 연구)

  • 배원호;김상태;이택순
    • Transactions of the Korean Society of Mechanical Engineers
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    • v.15 no.3
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    • pp.916-923
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    • 1991
  • 본 연구에서는 표면 균열이 있는 평판의 탄소성 피로하중 상태에서 성장하는 균열 형태의 변화와, 작용하는 응력의 크기에 따른 균열 개페구 특성의 변화를 연구하 였다.또, 유효 응력 확대계수 범위, .DELTA.K$_{eff}$와 J적분범위, .DELTA.J가 탄소성 응력 상태에서의 표면 피로균열 진전속도를 나타내는 역학양으로 사용되는데 따른 적합성등 을 검토하였다.

Effect of Loading Variables and Temperature on Fatigue Crack Propagation in SA508 Cl.3 Nuclear Pressure Vessel Steel (원자로압력용기강에서 하중변수와 온도가 피로균열진전에 미치는 영향)

  • Kim, B. S.;Lee, B. H.;Kim, I. S.
    • Nuclear Engineering and Technology
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    • v.27 no.6
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    • pp.825-832
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    • 1995
  • The effect of loading variables and temperature on fatigue crack growth rate in SA508 Cl.3 nuclear pressure vessel steel was investigated in air environment Crack growth rate tests on compact tension specimen of thickness 12mm were conducted by using sinusoidal waveform. The crack length was monitored by compliance method. Test conditions were at 0.1 and 0.5 of load ratio, at 1 and 10 Hz of loading frequency, and at room temperature to 40$0^{\circ}C$. At the lower temperatures, the fatigue crack propagation was not affected by the frequency and temperature, while at the higher temperatures above 12$0^{\circ}C$, fatigue crack growth rate increased with decreasing loading frequency and increasing temperature. This accelerated fatigue crack propagation was associated with the increase of oxidation rate at the ahead of crack tip. Fatigue crack growth rate increased with in-creasing the load ratio. The effect of load ratio was more significant at the lower temperature, while the dependence on load ratio decreased with increasing temperature. The sensitivity of load ratio to temperature can be explained by crack closure with the oxidation process.

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Changes of Effective Elastic Moduli due to Crack Growth in Rock (암석내의 균열전파에 따른 유효탄성계수의 변화)

  • 신종진;전석원
    • Tunnel and Underground Space
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    • v.10 no.3
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    • pp.301-308
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    • 2000
  • Non-linear behavior of rock under compression can be predicted by a crack model. Crack growth in rock renders rock anisotropic. The degree of anisotropy is explained in terms of elastic moduli as a function of load level. In this study, we calculate the changes of elastic moduli due to crack growth numerically by using a crack model and compare these values with experimental results obtained from the measurement of ultrasonic wave velocities. Image processing technique is used to obtain the initial crack information needed for the numerical calculation of elastic moduli.

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Changes of Effective Elastic Moduli due to Crack Growth in Rock (암석내의 균열전파에 따른 유효탄성계수의 변화)

  • 신종진;전석원
    • Proceedings of the Korean Society for Rock Mechanics Conference
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    • 2000.09a
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    • pp.47-55
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    • 2000
  • Non-linear behavior of rock under compression can be predicted by a crack model. Crack growth in rock renders rock anisotropic. The degree of anisotropy is explained in terms of elastic moduli as a function of load level. In this study, we calculate the changes of elastic moduli due to crack growth numerically by using a crack model and compare these values with experimental results obtained from the measurement of ultrasonic wave velocities. Image processing technique is used to obtain the initial crack information needed for the numerical calculation of elastic moduli.

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