• 제목/요약/키워드: fracture characteristics

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여수반도 북동부지역의 선상구조와 단열계 분포특성 (Characteristics of Lineament and Fracture System in the North-eastern Area of Yosu Peninsula)

  • 김경수;이은용;김천수
    • 지질공학
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    • 제9권1호
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    • pp.31-43
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    • 1999
  • 본 연구는 여수반도 북동부지역에서의 단열망 개념의 지하수유동 수치해석에 필요한 단열계의 분포특성에 대하여 여러 가지 방법을 통하여 이를 조사, 분석하는데 목적이 있다. 연구지역의 지질은 크게 화산암류와 화강암으로 구분된다. Order 1∼Order 3등급에 해당되는 광역 및 부지규모의 선상구조는 기존 지질도, 항공사진 및 전산음영기복도를 이용하여 분석되었다. Order 4등급의 단열계에 대한 자료는 지표에서 측선조사를 통하여 이루어졌다. Order 4등급의 단열계에서 저경사각의 Set 4의 방향이 선상구조에서는 두드러지지 않은 점을 제외하고는 전체적으로 유사한 분포양상을 갖는다. Order 4등급의 단열계는 3개의 고경사각 단열조와 1개의 저경사각 단열조로 분류되며, 암종별 뚜렷한 차이는 보이지 않는다. Set 1부터 Set 4의 순서대로 발달 정도가 체계적이며, 충전물질은 상대적으로 저경사각 단열조에 우세한 경향을 보인다. 단열간격은 대수정규분포를 따르고, 수정 Terzaghi 보정을 적용하였을 때 단열조별 단열의 빈도는 0.38/m∼1.01/m의 범위를 갖는다. 단열 길이 역시 대수정규분포를 따르고, 단열조별 평균치는 2.9m∼3.7m의 범위를 갖는다.

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원전 배관재 다층 용접부의 파괴 특성에 관한 연구 (A Study on the Characteristic of Fracture Toughness in the Multi-Pass Welding Zone for Nuclear Piping)

  • 박재실;석창성
    • 대한기계학회논문집A
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    • 제25권3호
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    • pp.381-389
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    • 2001
  • The objective of this paper is to evaluate the fracture resistance characteristics of SA508 Cl.1a to SA508 Cl.3 welds manufactured for the reactor coolant loop piping system of nuclear power plants. The effect of the crack plane orientation to the welding process orientation and the preheat temperature on the fracture resistance characteristics were discussed. Results of the fracture resistance test showed that the effect of the crack plane orientation to the welding process orientation of the fracture toughness is significant, while that of preheat temperature on the fracture toughness is negligible. The micro Vickers hardness test, the metallographic observation and the fractography analysis were conducted to analyse the crack jump phenomenon on the L-R crack plane orientation in the multi-pass welding zone. As these results, it is shown that the crack jump phenomenon was produced because of the inhomogeneity between welding beads and the crack plane orientation must be considered for the safety of the welding zone in the piping system.

음향방출법에 의한 탄소섬유강화 플라스틱의 파괴 특성에 관한 연구 (1) (A Study on the Fracture Characteristics of CFRP by Acoustic Emission (1))

  • 윤종희;박성완;이장규;우창기
    • 한국공작기계학회:학술대회논문집
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    • 한국공작기계학회 2003년도 추계학술대회
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    • pp.283-288
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    • 2003
  • The object of this study is to investigate a fracture characteristics of static tensile test as a function of acoustic emission according to the fiber orientation $\theta=0^{\circ}C$ in carbon/epoxy composites, CFRP. On tensile loading, it was recognized that the fracture characteristics of CFRP in a unidirectional composites. Using the results of the AE analysis(a=2mm), it was found that the amplitude distributions of AE signals corresponding the matrix cracking, fiber debonding or delamination, and fiber breaking are 55~70dB(<200sec), 100dB(200~600sec), and 80dB(>600sec).

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정수압력에 따른 해수흡수된 Carbon/Epoxy 복합재의 압축 및 파괴특성에 대한 연구 (Compressive and Fracture Characteristics of Seawater-abrobed Carbon-Epoxy Composite under Hydrostatic Pressure Environment)

  • 이지훈;이경엽;김현주
    • 한국정밀공학회:학술대회논문집
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    • 한국정밀공학회 2004년도 추계학술대회 논문집
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    • pp.438-441
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    • 2004
  • In this study, we investigated compressive characteristics of seawater-absorbed carbon-epoxy composite under hydrostatic pressure environment. The hydrostatic pressures applied were 0.1 MPa, 100 MPa, 200 MPa, and 270 MPa. The results showed that the compressive elastic modulus increased about 10 % as the hydrostatic pressure increased from 0.1 MPa to 200 MPa. The modulus increased 2.3 % more as the pressure increased to 270 MPa. Fracture strength and fracture strain increased with pressure in a linear fashion. Fracture strength increased 28 % and fracture strain increased 8.5 % as the hydrostatic pressure increased from 0.1 MPa to 270 MPa.

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화강암지역의 암반블록규모 단열체계 분포특성 연구 (Characterization of the Spatial Distribution of Fracture System at the Rock Block Scale in the Granitic Area)

  • 김경수;배대석;김천수
    • 터널과지하공간
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    • 제12권3호
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    • pp.198-209
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    • 2002
  • To assess deep geological environment for the research and development of hish-level radioactive waste disposal, six boreholes of 3" in diameter were installed in two granitic areas. An areal extent of the rock block scale in the study sites was estimated by the lineament analysis from satellite images and shaded relief maps. The characterization of fracture system developed in rock block scale was carried out based on the acoustic televiewer logging in deep boreholes. In the Yuseong site, the granite rock mass was divided into the upper and lower zones at around -160m based on the probabilistic distribution characteristics of the geometric parameters such as orientation, fracture frequency, spacing and aperture size. Since the groundwater flow is dependent on the fracture system in a fractured rock mass, the correlation of the fracture frequency and cumulative aperture size to the hydraulic conductivity was also discussed.

치아 계면 층 DEJ(Dental Enamel Junction)의 파괴 거동에 관한 수치해석적 연구 (A Study on the Fracture Behavior of Tooth Interfacial Layer, DEJ (Dental Enamel Junction))

  • 다네사와 미시라;유승현;정웅락
    • 한국생산제조학회지
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    • 제20권3호
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    • pp.284-291
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    • 2011
  • Numerical experiments on biological interfacial layer, DEJ by finite element software ABAQUS have been conducted to study its fracture behavior including crack bridging / arresting characteristics in the model. Crack growth simulation has been carried out by numerical tool, XFEM, devoted to study cracks and discontinuities. The fracture toughness of DEJ has been estimated before and after crack bridging. The implications of bridging in numerical study of fracture behavior of DEJ-like biological interface have been discussed. It has been observed that the results provided by the numerical studies without proper accommodation of bridging phenomenon can mislead. This study can be helpful for understanding the DEJ-like biological interface in terms of its fracture toughness, an important material characteristics. This property of the material is an important measure that has to be taken care during design and manufacturing processes.

Signal-based AE characterization of concrete with cement-based piezoelectric composite sensors

  • Lu, Youyuan;Li, Zongjin;Qin, Lei
    • Computers and Concrete
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    • 제8권5호
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    • pp.563-581
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    • 2011
  • The signal-based acoustic emission (AE) characterization of concrete fracture process utilizing home-programmed AE monitoring system was performed for three kinds of static loading tests (Cubic-splitting, Direct-shear and Pull-out). Each test was carried out to induce a distinct fracture mode of concrete. Apart from monitoring and recording the corresponding fracture process of concrete, various methods were utilized to distinguish the characteristics of detected AE waveform to interpret the information of fracture behavior of AE sources (i.e. micro-cracks of concrete). Further, more signal-based characters of AE in different stages were analyzed and compared in this study. This research focused on the relationship between AE signal characteristics and fracture processes of concrete. Thereafter, the mode of concrete fracture could be represented in terms of AE signal characteristics. By using cement-based piezoelectric composite sensors, the AE signals could be detected and collected with better sensitivity and minimized waveform distortion, which made the characterization of AE during concrete fracture process feasible. The continuous wavelet analysis technique was employed to analyze the wave-front of AE and figure out the frequency region of the P-wave & S-wave. Defined RA (rising amplitude), AF (average frequency) and P-wave & S-wave importance index were also introduced to study the characters of AE from concrete fracture. It was found that the characters of AE signals detected during monitoring could be used as an indication of the cracking behavior of concrete.

GFRP-알루미늄 하니컴 하이브리드 적층판의 압축 및 굽힘 파괴거동과 음향방출해석 (Acoustic Emission Characteristics and Fracture Behaviors of GFRP-Aluminum Honeycomb Hybrid Laminates under Compressive and Bending Loads)

  • 이기호;구자욱;최낙삼
    • Composites Research
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    • 제22권6호
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    • pp.23-31
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    • 2009
  • 압축하중 및 굽힘하중을 받는 유리섬유플라스틱(GFRP) 표피/ 알루미늄 하니컴 코어(GF-AH) 하이브리드 복합재료의 음향방출(AE) 특성을 다양한 파괴과정과 연결시켜 연구하였다. 표피층 파괴, 표피/코어간의 계면박리, 하니컴 알루미늄 벽의 국부적인 소성항복 좌굴 및 셀벽간의 접착수지 박리와 같은 다양한 파괴모드가 하니컴 코어/GFRP표피 복합재를 이용한 AE주파수 분포 해석과 진폭분포 해석결과를 통해 분류되었다. 높은 진폭을 가진 AE 사상율의 분포는 셀벽 접착수지의 파괴, 표피층과 심층 사이의 박리및 미세파괴, 섬유파단에 대응하였으며 다른 피크 주파수의 분포는 알루미늄 셀벽의 소성변형, 셀벽간의 마찰로부터 발생한 것이다. 결론적으로 GF-AH 하이브리드 복합재료의 파괴거동 특성은 AE기법을 활용한 비파괴 평가를 통해 분석 가능하였다.

탄화규소 연삭숫돌의 파괴특성 (Fracture Characteristics of Carbonized Silicon Grinding Wheels)

  • 오동석;이병곤
    • 한국안전학회지
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    • 제17권4호
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    • pp.45-51
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    • 2002
  • In this study, the fracture characteristics of carbonized silicon grinding wheels were examined with tensile, compression, impact and bending test. The experiment was performed for the various grinding wheels with grain size #46, #80, and grade H, L, P, and one vitrified bond and one structure No.7. Also the centrifugal fracture rpm of carbonized silicon grinding wheels were measured and compared with the calculated values for the various wheel diameters and thicknesses. The results showed that the fracture tensile strength was $1.5~2.0Kg_f/mm^2$, and it was increased by decreasing grain size and increasing grade. The fracture compression loads were $1,600~3,000Kg_f$, and the inner stress was higher than outer's. And the absorption energy of impact test was 3.3~4.7 J, and it was increased by decreasing grain size but it was not effected by grade. The fracture bending stress was $0.1~0.2Kg_f/mm^2$, and it was increased by decreasing grain size and increasing grade. The centrifugal fracture rpm of carbonized silicon grinding wheel was about 8,500~12,000 and agreed well with the calculated value, and it was increased by decreasing diameter. However, it was almost constant for the reduction of wheel thickness.

A study of fracture loads and fracture characteristics of teeth

  • Sheen, Chang-Yong;Dong, Jin-Keun;Brantley, William Arthur;Han, David Seungho
    • The Journal of Advanced Prosthodontics
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    • 제11권3호
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    • pp.187-192
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    • 2019
  • PURPOSE. The purpose of this in vitro study was to investigate the fracture loads and modes of failure for the full range of natural teeth under simulated occlusal loading. MATERIALS AND METHODS. One hundred and forty natural teeth were taken from mandibles and maxillas of patients. There were 14 groups of teeth with 10 teeth in each group (5 males and 5 females). Each specimen was embedded in resin and mounted on a positioning jig, with the long axis of the tooth at an inclined angle of 30 degrees. A universal testing machine was used to measure the compression load at which fracture of the tooth specimen occurred; loads were applied on the incisal edge and/or functional cusp. RESULTS. The mean fracture load for the mandibular first premolar was the highest (2002 N) of all the types of teeth, while the mean fracture load for the maxillary first premolar was the lowest (525 N). Mean fracture loads for the mandibular and maxillary incisors, and the first and second maxillary premolars, had significantly lower values compared to the other types of teeth. The mean fracture load for the teeth from males was significantly greater than that for the teeth from females. There was an inverse relationship between age and mean fracture load, in which older teeth had lower fracture loads compared to younger teeth. CONCLUSION. The mean fracture loads for natural teeth were significantly different, with dependence on tooth position and the sex and age of the individual.