• 제목/요약/키워드: Stable Crack Growth

검색결과 82건 처리시간 0.028초

비선형 파괴역학에 의한 콘크리트의 파괴거동과 균열성장에 관한 연구 (Fracture Behavior and Crack Growth of Concrete by The Nonlinear Fracture Mechanics)

  • 배주성;나의균
    • 콘크리트학회지
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    • 제2권2호
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    • pp.81-92
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    • 1990
  • 콘크리트는 혼합물로서 비균질성, 이방성 및 비선형성 재료이기 때문에 그의 파괴해석에 있어서 재래의 강도 개념보다 파괴역학 개념을 적용하여 콘크리트의 파괴인성을 도입하여 평가하는 것이 보다 합리적이라 할 수 있다. 지금까지 콘크리트에 적용되어 온 파괴역학 개념은 두가지로 대별될 수 있는데 하나는 선형탄성파괴역학 개념이고 다른 하나는 비선형파괴역학 개념이다. 그러너 전자를 콘크리트에 적용하는데는 문제점과 불합리성이 지적되어 왔다. 본 연구에서는 비선형파괴역학에서 많이 이용되어온 J-적분법과 COD법을 도입하여 굵은골재의 최대치수와 노치깊이의 변화가 콘크리트의 파괴거동, 파괴에너지 및 균열성장에 미치는 영향, 균열개구변위와 파괴에너지의 관계 등을 고찰하기 위하여 콘크리트 작사각형 보를 제작하여 3점 휨 파괴실험을 수행하였다. 그 결과 굵은골재의 최대치수와 노치깊이가 증가할수록 하중-치 짐거동의 비선형성이 더욱 두드러졌고, 굵은골재 최대치수의 증가는 콘크리트의 연성을 증가시켜 보다 안정된 파괴를 유도하였으며, 균열전파경로는 굵은골재의 최대치수가 증가할수록 점점 더 직선에서 벗어나 불규칙적이었으나 노치깊이의 변화에는 거의 영향을 받지 않았다. 또한 파괴에너지는 굵은골재의 최대치수가 증가하고 노치깊이가 감소할수록 증가하였으나, 균열개구변위는 노치깊이가 증가할수록 감소하였으며 굵은골재의 최대치수의 변화에는 거의 영향을 받지 않았다.

Obtaining equivalent fracture toughness of concrete using uniaxial compression test

  • Li, Zongjin;Zhao, Yanhua
    • Computers and Concrete
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    • 제7권4호
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    • pp.387-402
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    • 2010
  • From typical stress-axial strain curve and stress-volume strain curve of a concrete under uniaxial compression, the initiation and localization of microcracks within the interior of the specimen can be identified. The occurrence of random microcrack indicates the end of the linear elasticity, and the localization of microcrack implies formation of major crack, which triggers the onset of unstable crack propagation. The interval between initiation and localization of microcracks is characterized by a stable microcrack growth. Based on fracture behavior observed from a uniaxial compressive test of a concrete cylinder, a model has been developed to extract fundamental fracture properties of a concrete, i.e. the equivalent fracture toughness and the size of fracture process zone. The introduction of cracking Poisson's ratio accounts for tensile failure characteristics of concrete even under uniaxal compression. To justify the validity of the model proposed, tests on three-point bending have been performed to obtain the fracture toughness in accordance with two parameter fracture model and double-K fracture model. Surprisingly, it yields favorably comparable results and provides an encouraging alternative approach to determine fracture properties for concretes.

Effect of normal load on the crack propagation from pre-existing joints using Particle Flow Code (PFC)

  • Haeri, Hadi;Sarfarazi, Vahab;Zhu, Zheming
    • Computers and Concrete
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    • 제19권1호
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    • pp.99-110
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    • 2017
  • In this paper, the effect of normal load on the failure mechanism of echelon joint has been studied using PFC2D. In the first step, calibration of PFC was undertaken with respect to the data obtained from experimental laboratory tests. Then, six different models consisting various echelon joint were prepared and tested under two low and high normal loads. Furthermore, validation of the simulated models were cross checked with the results of direct shear tests performed on non-persistent jointed physical models. The simulations demonstrated that failure patterns were mostly influenced by normal loading, while the shear strength was linked to failure mechanism. When ligament angle is less than $90^{\circ}$, the stable crack growth length is increased by increasing the normal loading. In this condition, fish eyes failure pattern occur in rock bridge. With higher ligament angles, the rock bridge was broken under high normal loading. Applying higher normal loading increases the number of fracture sets while dilation angle and mean orientations of fracture sets with respect to ligament direction will be decreased.

SUP9 스프링강의 숏피닝가공에 의한 피로수명향상과 고온환경에서의 압축잔류응력 소멸현상에 관한 연구 (A Study of Shot Peened Spring Steel(SUP9) for Fatigue Life Improvement and Compressive Residual Stress Disappearance on the High Temperature)

  • 박경동;손명균
    • 한국기계가공학회지
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    • 제2권1호
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    • pp.22-31
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    • 2003
  • The compressive residual stress, which is induced by shot peening process, seems to be an Important factor in increasing the fatigue strength. And then it was showed that residual stress was disappearenced at the high temperature. The fatigue charateristic investigation of a SUP9 spring steel processed shot peening is performed by considering the high temperature service conditions in the range of room temperature through $180^{\circ}C$ in the range of stress ratio of 0.3 by means of opening mode displacement. The fatigue resistance characteristics and fracture strength at high temperature is considerable lower than that of room temperature in the early stage and stable of fatigue crack growth region.

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SUP9 스프링강의 쇼트피닝가공에 의한 피로수명향상과 고온환경에서의 압축잔류응력 소멸현상에 관한 연구 (A Study of Shot peened Spring Steel for Fatigue Life Improvement and Compressive Residual Stress Disappearance on the High Temperature)

  • 박경동;손명군
    • 한국해양공학회:학술대회논문집
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    • 한국해양공학회 2002년도 추계학술대회 논문집
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    • pp.347-353
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    • 2002
  • The compressive residual stress, which is induced by shot peening process, seems to be an important factor of increasing the fatigue strength. And then it was showed that residual stress was disappearenced at the high temperature. The fatigue characteristic study of a SUP9 spring steel processed shot peening is performed by considering the high temperature service conditions in the range of room temperature through $180^{\circ}C$ in the range of stress ratio of 0.3 by means of opening mode displacement. The fatigue resistance characteristics and fracture strength at high temperature is considerable lower than that of room temperature in the early stage and stable of fatigue crack growth region.

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팽창성 시멘트에 의한 암석균열시의 AE 특성 (Characteristics of Acoustic Emission by Expansive Cement Induced Rock Fractures)

  • 김교원
    • 지질공학
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    • 제8권3호
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    • pp.207-213
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    • 1998
  • 이 연구는 팽창성 시멘트의 팽창압에 의한 암석 파괴 시에 발생하는 AE 파의 특성을 규명하기 위하여 수행되었다. 연구결과 AE파의 우세 주파수와 최대 진폭은 팽창성 시멘트 충전공에서의 압력 발달 비율과 관련하여 변화되었다. AE파의 우세 주파수는 소 직경 충전공 시험에서 150∼230kHz이었고 대 직경 충전공에서 400∼500kHz이었으며, 최대 진폭은 각각 0.015∼0.050cm/sec 및 0.025∼0.064cm/sec이었다. 시험에서 충전공의 크기에 따라 각기 높은 주파수의 큰 진폭과 낮은 주파수의 작은 진폭의 AE파가 수신된다는 사실은 동일 시료에서 일정한 규모의 균열을 발생시키는데 필요한 총 에너지는 대체로 동일함을 강하게 암시하고 있다. 팽창성 시멘트에 의한 암석 균열은 진폭이 특별히 큰 AE파의 발생없이 안정적으로 진행되어서 거시적 암석균열은 미소균열의 안정적 성장의 결과임을 시사하였다.

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액상가압공정으로 제조된 금속 연속섬유강화 비정질 복합재료의 미세파괴거동 (Microfracture Behavior of Metallic-Continuous-Fiber-Reinforced Amorphous Matrix Composites Fabricated by Liquid Pressing Process)

  • 이규홍;이상복;이상관;이성학
    • 대한금속재료학회지
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    • 제46권8호
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    • pp.524-537
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    • 2008
  • Zr-based amorphous alloy matrix composites reinforced with metallic continuous fibers were fabricated by liquid pressing process, and their fracture properties were investigated by directly observing microfracture process using an in situ loading stage installed inside a scanning electron microscope chamber. About 60 vol.% of metallic fibers were homogeneously distributed inside the amorphous matrix. Apparent fracture toughness of the stainless-steel- and tungsten-fiber-reinforced composites was lower than that of monolithic amorphous alloy, while that of the Ta-fiber-reinforced composite was higher. According to the microfracture observation, shear bands or cracks were initiated at the amorphous matrix, and the propagation of the initiated shear bands or cracks was effectively blocked by fibers, thereby resulting in stable crack growth which could be confirmed by the fracture resistance curve (R-curve) behavior. This increase in fracture resistance with increasing crack length improved fracture properties of the fiber-reinforced composites, and could be explained by mechanisms of formation of multiple shear bands or multiple cracks at the amorphous matrix and blocking of crack or shear band propagation and multiple necking at metallic fibers.

Ag 첨가 용융조직성장 YBCO 초전도체의 연구 (A study on YBCO superconductor Prepared by Melted Texture Growth with Ag)

  • 소대화;강기성;채기병;;최영식
    • 한국전기전자재료학회:학술대회논문집
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    • 한국전기전자재료학회 1995년도 춘계학술대회 논문집
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    • pp.234-238
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    • 1995
  • In this parer, by means of adding nonsuperconductive phase sliver into YBCO matrix, the superconductivity of Melted Texture Growth (MTG) YBa$_2$Cu$_3$O$\_$7-x/ was improved remarkably. In order to eliminate the crack inthe YBCO and the weak linkin the grain boundary, Ag contents from 2wt% to 18Wt% were doped in the YBCO It was found that J$\_$c/ of YBCO increase with the increasing Ag content till 14 wt% over 14wt% of Ag content, the Jc tends to stable . The grain size of YBCO became fine when Ag was added in the YBCO and X-ray diffraction showed that the YBCO crystal prepared by the above technique had (001) orientation and growing plane of YBCO was a-b plane. Using Bens medel, the J$\_$c/ was calculated and the best result was J$\_$c/ 76000A$\textrm{cm}^2$(77K, 100Gs).

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Hybrid MBE Growth of Crack-Free GaN Layers on Si (110) Substrates

  • 박철현;오재응;노영균;이상태;김문덕
    • 한국진공학회:학술대회논문집
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    • 한국진공학회 2013년도 제44회 동계 정기학술대회 초록집
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    • pp.183-184
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    • 2013
  • Two main MBE growth techniques have been used: plasma-assisted MBE (PA-MBE), which utilizes a rf plasma to supply active nitrogen, and ammonia MBE, in which nitrogen is supplied by pyrolysis of NH3 on the sample surface during growth. PA-MBE is typically performed under metal-rich growth conditions, which results in the formation of gallium droplets on the sample surface and a narrow range of conditions for optimal growth. In contrast, high-quality GaN films can be grown by ammonia MBE under an excess nitrogen flux, which in principle should result in improved device uniformity due to the elimination of droplets and wider range of stable growth conditions. A drawback of ammonia MBE, on the other hand, is a serious memory effect of NH3 condensed on the cryo-panels and the vicinity of heaters, which ruins the control of critical growth stages, i.e. the native oxide desorption and the surface reconstruction, and the accurate control of V/III ratio, especially in the initial stage of seed layer growth. In this paper, we demonstrate that the reliable and reproducible growth of GaN on Si (110) substrates is successfully achieved by combining two MBE growth technologies using rf plasma and ammonia and setting a proper growth protocol. Samples were grown in a MBE system equipped with both a nitrogen rf plasma source (SVT) and an ammonia source. The ammonia gas purity was >99.9999% and further purified by using a getter filter. The custom-made injector designed to focus the ammonia flux onto the substrate was used for the gas delivery, while aluminum and gallium were provided via conventional effusion cells. The growth sequence to minimize the residual ammonia and subsequent memory effects is the following: (1) Native oxides are desorbed at $750^{\circ}C$ (Fig. (a) for [$1^-10$] and [001] azimuth) (2) 40 nm thick AlN is first grown using nitrogen rf plasma source at $900^{\circ}C$ nder the optimized condition to maintain the layer by layer growth of AlN buffer layer and slightly Al-rich condition. (Fig. (b)) (3) After switching to ammonia source, GaN growth is initiated with different V/III ratio and temperature conditions. A streaky RHEED pattern with an appearance of a weak ($2{\times}2$) reconstruction characteristic of Ga-polarity is observed all along the growth of subsequent GaN layer under optimized conditions. (Fig. (c)) The structural properties as well as dislocation densities as a function of growth conditions have been investigated using symmetrical and asymmetrical x-ray rocking curves. The electrical characteristics as a function of buffer and GaN layer growth conditions as well as the growth sequence will be also discussed. Figure: (a) RHEED pattern after oxide desorption (b) after 40 nm thick AlN growth using nitrogen rf plasma source and (c) after 600 nm thick GaN growth using ammonia source for (upper) [110] and (lower) [001] azimuth.

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Damage and fracture processes of concrete using acoustic emission parameters

  • Fan, Xiangqian;Hu, Shaowei;Lu, Jun
    • Computers and Concrete
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    • 제18권2호
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    • pp.267-278
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    • 2016
  • In order to observe the internal damage of concrete in real time, we introduced acoustic emission nondestructive detecting technology into a series of fracture tests; the test results revealed the whole process that concrete undergoes when it sustains damage that leads to failure, according to the change rules of the acoustic emission parameters. The results showed that both the initiation and unstable loads can be accurately determined using the abrupt change of the acoustic emission rate curves and the turning point of the acoustic emission parameters' accumulative curves. The whole process, from damage to failure, includes five phases, beginning with damage, such as cracking, a stable crack growth process, a critical unstable stage, and unstable propagation. The brittle fracture characteristics of concrete change when steel bars are joined, because the steel bars and the concrete structure bond, which causes an increase in the acoustic emission signals within the fracture process of the reinforced concrete. The unstable propagation stage is also extended. Our research results provide a valid methodology and technical explanations, which can help researchers to monitor the cracking process of concrete structures, in real time, during actual projects.