• 제목/요약/키워드: In-situ Fracture

검색결과 142건 처리시간 0.023초

용탕단조법으로 제조된 AZ51-xSn 마그네슘 합금의 미세파괴기구 (Microfracture Mechanism of Squeeze Cast AZ51-xSn Magnesium Alloys)

  • 김병호;도정현;이성학;박익민
    • 대한금속재료학회지
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    • 제47권12호
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    • pp.797-810
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    • 2009
  • A study was made of the effects of a Sn addition on the microstructure and microfracture mechanism of squeeze cast AZ51-xSn magnesium alloys. Microstructural observation, in situ fracture testing, and fractographic observations were conducted on these alloys to clarify the microfracture process. The microstructural analyses indicated that $Mg_2Sn$ particles as well as $Mg_{17}Al_{12}$ particles precipitated mainly along the solidification cell boundaries; the volume fraction of these hard particles increased as the amount of added Sn increased, with increased the strength. From in situ fracture observations of the AZ51-7Sn alloy, coarse precipitates located on the cell boundaries worked as easy crack propagation sites and caused abrupt intercellular fracturing. On the other hand, the overall fracture properties of the AZ51-3Sn alloy improved because crack propagation proceeded into the Mg matrix rather than into the cell boundaries as twins developed actively, as confirmed by an R-curve analysis. These findings suggest that the addition of 3~5 wt.% Sn is effective in improving both the tensile and fracture properties on the basis of well-developed twins, the blocking of crack propagation, and crack blunting.

지하수 유향-유속 자료 및 균열 분포를 이용한 균열암반 특성화 기법

  • 김태희;신제현;황세호;김구영;조병욱;채병곤;김용재
    • 한국지하수토양환경학회:학술대회논문집
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    • 한국지하수토양환경학회 2004년도 임시총회 및 추계학술발표회
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    • pp.155-158
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    • 2004
  • To investigate the in-situ REV, cross-correlations between the ablsolute value of iu/outflux in tested boreholes and fracture frequency with various window widths were calculated. The changes of vertical flow rates can be considered as iu/outflux into/out of borehole. The results of cross-correlation analysis shows that 7m can be the most appropriate width of the appliable window.

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SiC 휘스커 강화 Al2O3 복합재료의 고인화 (Toughening of SiC Whisker Reinforced Al2O3 Composite)

  • 김연직;송준희
    • 한국재료학회지
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    • 제14권9호
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    • pp.649-654
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    • 2004
  • In this paper, the fracture toughness and mechanisms of failure in a random SiC-whisker/$Al_{2}O_3$ ceramic composite were investigated using in situ observations during mode I(opening) loading. $SiC_{w}/Al_{2}O_3$ composite was obtained by hot press sintering of $Al_{2}O_3$ powder and SiC whisker as the matrix and reinforcement, respectively. The whisker and powder were mixed using a turbo mill. The composite was produced at SiC whisker volume fraction of $0.3\%$. Compared with monolithic $Al_{2}O_3$, fracture toughness enhancement was observed in $SiC_{w}/Al_{2}O_3$ composite. This improved fracture toughness was attributed to SiC whisker bridging and crack deflection. $SiC_{w}/Al_{2}O_3$ composite exhibited typically brittle fracture behavior, but a fracture process zone was observed in this composite. This means that the load versus load-line displacement curve of $SiC_{w}/Al_{2}O_3$ composite from a fracture test may involve a small non-linear region near the peak load.

자기적 비파괴 방법으로서의 Barkhausen Noise를 이용한 강자성체의 파괴인성 및 응력분포해석 (The evaluation of fracture characteristics and the analysis of stress distribution of ferromagnetic materials by Barkhausen noise method)

  • 김동원;권동일
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 1999년도 하계학술대회 논문집 D
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    • pp.1864-1866
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    • 1999
  • The magnetic nondestructive test can be applied to evaluate the magnetic material characteristics and the fracture properties through the internal defects of SA-508 used in the pressure vessels of the nuclear power plants as the direct and accurate in-situ testing methods. The fracture toughness, yield strength and the stress distribution around the defects in the surface and sub-surface of magnetic materials can be directly estimated by Bark-hausen noise(BN) methods as NDT. The testing process of SA-508 by Barkhausen noise method was advanced by controlling the austenizing peak temperature and the time of maintenance at a constant austenizing peak temperature, therefore causing the variation of fracture toughness. Through above process. we can evaluate the variations of effective grain size and the correlation of effective grain size and FATT at each situation. And the stress distribution around the defects can be quantified nondestructively through Barkhausen method.

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원위치 X-ray CT 촬영이 가능한 암석의 수리-역학 실험용 삼축셀 개발 (Development of Triaxial Cells Operable with In Situ X-ray CT for Hydro-Mechanical Laboratory Testing of Rocks)

  • 장리;염선;신휴성
    • 한국지반공학회논문집
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    • 제36권9호
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    • pp.45-55
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    • 2020
  • X-ray CT는 암석시편의 공극 및 균열과 같은 내부 미세구조와 손상들의 정량적 분석에 활용되어 왔다. 원위치 CT는 외력 등 다양한 외적 요인에 영향을 받고 있는 암석 시편의 내외부 변화 과정을 관찰할 수 있게 해준다. 이의 확인을 위해, 암반/지반재료 특성분석에 활용한 원위치 X-ray CT 기술에 관한 최신 연구동향을 파악하였으며, 원위치 CT이미징이 가능한 암석의 수리-역학적 실험용 삼축셀을 개발하였다. 직경 25~50 mm 화강암 및 사암 코아시편의 원위치 CT이미징이 성공적으로 진행되었으며, 34~105 ㎛ 범위의 픽셀피치의 해상도를 취득할 수 있었다. 본 사전검토 촬영 실험을 통해 마이크로미터 스케일에서 암석의 내부구조 변화의 원위치 CT관찰이 가능한 것을 파악하였다. 요오드화 칼륨 용액은 CT이미지의 대비를 증가시키고 암석의 수리-역학 실험에서 주입유체로 사용할 수 있다.

파괴 시 발생하는 측면함몰과 소성영역크기와의 관계 (Relationship between Side-Necking and Plastic Zone Size at Fracture)

  • 김도형;김동학;강기주
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2004년도 추계학술대회
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    • pp.365-371
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    • 2004
  • Generally, fracture of a material is influenced by plastic zone size developed near the crack tip. Hence, according to the relative size of plastic zone in the material, the mechanics as a tool for analyzing the fracture process are classified into three kinds, that is, Linear Elastic Fracture Mechanics, Elastic Plastic Fracture Mechanics, Large Deformation Fracture Mechanics. Even though the plastic zone size is such an important parameter, the practical measurement techniques are very limited and the one for in-situ measurement is not virtually available. Therefore, elastic-plastic FEA has been performed to estimate the plastic zone size. In this study, it is noticed that side necking at the surface is a consequence of plastic deformation and lateral contraction and the relation between the plastic zone and side necking is investigated. FEA for modified boundary layer models with finite thickness, various mode mixities $0^{\circ}$, $30^{\circ}$, $60^{\circ}$, $90^{\circ}$ and strain hardening exponent n=3, 10 are performed. The results are presented and the implication regarding to application to experiment is discussed.

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전기저항측정에 의한 SiC섬유강화 $Si_3N_4$기 복합재료의 파괴예측 (Facture Prediction in SiC Fiber Reinforced $Si_3N_4$ Matrix Composites from Electrical Resistivity Measurements)

  • 신순기
    • 한국재료학회지
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    • 제10권5호
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    • pp.364-368
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    • 2000
  • 섬유강화 세라믹스 복합재료의 파괴예측 가능성을 알아보기 위해서 탄소섬유와 WC분말입자를 전기 전도상으로 이용하여 재료 스스로가 파괴예측 기능을 가지도록 한 SiC섬유강화 $Si_3N_4$세라믹스기 복합재료를 1773K에서 1시간 동안 hot-press하여 제작하였다. 4점 굽힘 시험하는 동안 전기저항 변화를 측정하여 파괴예측 기능을 평가하였다. 그 결과 전기정항은 재료의 파괴거동과 밀접한 관계를 가지면서 변화함을 알았다. 특히 분말형태의 전기전도상의 첨가는 본 복합재료의 파괴과정을 낮은 응력단계로부터 예측하는데 유용하였다. 결과적으로 이러한 재료설RP의 신개 (파괴예측기능)의도입은 $Si_3N_4$기 세라믹스를 구조재료로 이용함에 있어서 큰 문제가 되고 있는 신뢰성 확보에 새로운 기능을 준다고 생각되었다. 생각되었다.

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굽힘모드하에서의 코팅크랙킹의 분석 I : 이론 (A Study on the Coating Cracking on a Substrate in Bending I : Theory)

  • Sung-Ryong Kim;John A. Nairn
    • Composites Research
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    • 제13권3호
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    • pp.38-47
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    • 2000
  • 기재위에 입혀진 코팅에서 발생하는 크랙킹 현상을 파괴역학을 이용해서 분석하였다. 코팅/기재 구조에서 굽힘모드시 발생하는 코팅크랙킹을 변분법을 이용하여 분석하였으며, 본 연구에서 유도된 변위에너지 방출량을 통해 기재위에 입혀진 코팅층에서 크랙이 확장되는 것을 예측할 수 있다. 본 연구를 통해 얻어진 코팅의 임계 변위에너지 방출량은 재료의 고유성질이며 코팅크랙킹의 보다 근본적인 의미를 제공할 수 있다.

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폴리머침투콘크리트 휨부재의 비선형 파괴해석 (Nonlinear Fracture Analysis of Polymer-Impregnated Concrete Flextural Members)

  • 변근주;이상민;유동우;김태진
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 1992년도 가을 학술발표회 논문집
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    • pp.202-207
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    • 1992
  • The objective of this study is to develop analytical techniques of polymer impregnated concrete flexural members for its proper applications. crystalline methylmethacrylate(MMA) is chosen as a monomer of polymer impregnants, On the basis of members. fracture toughness, fracture energy , critical crack width, and tension softening relations near crack tip are formulated in terms of member depth, initial notch length and the flexural strength of normal concrete. The structural analysis rocedure and the finite element computer program developed in the study are applicable to evaluate elastic behavior, ultimate strength, and tension softening behavior of MMA type PIC structural members subject to various loading conditions. It is concluded that the developed structural analysis procedure and the finite element computer program are applicable to analysis and design of in-situ and precast PIC structural members.

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Thermo-mechanical simulations of pillar spalling for in-situ heater test by FRACOD

  • Lee Hee-Suk;Shen Baotang;Mikael Rinne
    • 한국지구물리탐사학회:학술대회논문집
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    • 한국지구물리탐사학회 2003년도 Proceedings of the international symposium on the fusion technology
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    • pp.244-251
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    • 2003
  • A two-dimensional BEM code, $FRACOD^{2D}$, was applied to simulate fracture initiation and propagation processes in a rock pillar during an in situ heater test of a rock pillar planned at the $\"{A}sp\"{o}$ Underground Rock laboratory of SKB, in Southern Sweden. To take the advantage of conventional BEM for simulating fracturing processes, but without efforts for domain integral transformation, a hybrid approach is developed to simulate the fracturing processes in rock pillar under coupled thermo-mechanical loading. The code FRACOD was used for simulating the fracture initiation and propagation processes with its boundary tractions reflecting the effects of the initial and redistributed thermomechanical stresses in the domain of interest at multiple excavation and heating steps were produced by a special algorithm of stress inversion, based on resultant thermo-mechanical stress fields at each excavation and heat loading step by a FEM code without considering fracturing processes. This hybrid approach can take the advantages of both types of numerical methods and avoids their shortcomings for fracturing process simulation and domain effects, respectively. In this paper, we present the hybrid approach for the stress, displacements, and fracturing processes at sequential excavation and heating steps of the in situ heater test as a predictive modelling, the formulation of the fracturing models and the predictive results. Two sections of borehole depth, 0.5 m and 1.5 m below the tunnel floor are considered. The pillar area is modelled with the FRACOD and the stress field produced by excavation and heating is transferred with corresponding boundary stresses. From the modelling results, the degree of fracturing and damage are evaluated for 120 days of heating. Dominated shear fracturing in the vicinity of the central pillar was observed from the models at both sections, but spalled area appears to be limited. Based on the modelling results, a sensitivity study for the effect of pre-existing fractures in the vicinity of the holes is also conducted, and the initiation and evolution of EDZ around the deposition holes are investigated using this particular numerical technique.

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