• 제목/요약/키워드: fractographic analysis

검색결과 31건 처리시간 0.024초

진공브레이징에 의한 SUS304 스테인리스강과 BNi-2계 삽입금속의 접합특성 : Ni기 삽입금속에 의한 브레이징 접합성의 기초적 검토(I) (Brazing Property of SUS304 Stainless Steel and BNi-2 Filler Metal with Vacuum Brazing : Fundamental Study on Brazeability with Ni-Based Filler Metal(I))

  • 이용원;김종훈
    • 한국재료학회지
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    • 제17권3호
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    • pp.142-146
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    • 2007
  • Vacuum brazing method has been coming to an important process as one of the new fabricating techniques of metals and alloys. In this study, a vacuum brazing of SUS304 stainless steel with BNi-2 filler metal was carried out in $1{\times}10^{4}$ Torr of vacuum atmosphere. The formation of brittle intermetallic compounds in brazed joints between SUS304 stainless steel and BNi-2 filler metal is a major concern, since they considerably degrade the mechanical properties of joints. To obtain enough stable joining strength, it is necessary to understand the unique properties of brazing process with Ni-based filler metals containing boron. So, in this research we investigated the performance of SUS304/BNi-2 brazed system and the brazed joint properties were evaluated at room temperature by using tensile test. Metallurgical and fractographic analysis were used to characterize the microstructure, the mechanisms of brazing, and joint failure modes.

Variable amplitude fatigue test of M30 high-strength bolt in bolt-sphere joint grid structures

  • Qiu, Bin;Lei, Honggang;Yang, Xu;Zhou, Zichun;Wang, Guoqing
    • Steel and Composite Structures
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    • 제33권3호
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    • pp.433-444
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    • 2019
  • Fatigue failure of a grid structure using bolt-sphere joints is liable to occur in a high-strength bolt due to the alternating and reciprocal actions of a suspension crane. In this study, variable amplitude fatigue tests were carried out on 20 40 Cr steel alloy M30 high-strength bolts using an MTS fatigue testing machine, and four cyclic stress amplitude loading patterns, Low-High, High-Low, Low-High-Low, and High-Low-High, were tested. The scanning electron microscope images of bolt fatigue failure due to variable amplitude stress were obtained, and the fractographic analysis of fatigue fractures was performed to investigate the fatigue failure mechanisms. Based on the available data from the constant amplitude fatigue tests, the variable amplitude fatigue life of an M30 high-strength bolt in a bolt-sphere joint was estimated using both Miner's rule and the Corten-Dolan model. Since both cumulative damage models gave similar predictions, Miner's rule is suggested for estimating the variable-amplitude fatigue life of M30 high-strength bolts in a grid structure with bolt-sphere joints; the S-N fatigue curve of the M30 high-strength bolts under variable amplitude loading was derived using equivalent stress amplitude as a design parameter.

Analysis of the fracture surface morphology of concrete by the method of vertical sections

  • Konkol, Janusz;Prokopski, Grzegorz
    • Computers and Concrete
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    • 제1권4호
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    • pp.389-400
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    • 2004
  • The examinations carried out have confirmed a relationship existing between the character of fracture surfaces and the composition and structure of (basalt and gravel) concretes. For both concretes investigated, a very good correlation was obtained between the profile line development factor, $R_L$, and the fracture surface development factor, $R_S$. With the increase in the $R_L$ parameter, the fracture surface development factor $R_S$ also increased. Agreement between the proposed relationship of $R_S=f(R_L)$ and the proposal given by Coster and Chermant (1983) was obtained. Stereological examinations carried out along with fractographic examinations made it possible to obtain a statistical model for the determination of $R_L$ (or $R_S$) based on the volume of air voids in concrete, $V_{air}$, the specific surface of air pores, $S_V_{air}$ the specific surface of coarse aggregate, $S_{Vagg.}$, and the volume of mortar, $V_m$. An effect of coarse aggregate type on the obtained values of the profile line development factor, $R_L$, as well as on the relationship $R_S=f(R_L)$ was observed. The increment in the fracture surface development factor $R_S$ with increasing $R_L$ parameter was larger in basalt concretes than in gravel concretes, which was a consequence of the level of complexity of fractures formed, resulting chiefly from the shape of coarse aggregate grains.

Comparison of two fracture toughness testing methods using a glass-infiltrated and a zirconia dental ceramic

  • Triwatana, Premwara;Srinuan, Phakphum;Suputtamongkol, Kallaya
    • The Journal of Advanced Prosthodontics
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    • 제5권1호
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    • pp.36-43
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    • 2013
  • PURPOSE. The objective of this study was to compare the fracture toughness ($K_{Ic}$) obtained from the single edge V-notched beam (SEVNB) and the fractographic analysis (FTA) of a glass-infiltrated and a zirconia ceramic. MATERIALS AND METHODS. For each material, ten bar-shaped specimens were prepared for the SEVNB method ($3mm{\times}4mm{\times}25mm$) and the FTA method ($2mm{\times}4mm{\times}25mm$). The starter V-notch was prepared as the fracture initiating flaw for the SEVNB method. A Vickers indentation load of 49 N was used to create a controlled surface flaw on each FTA specimen. All specimens were loaded to fracture using a universal testing machine at a crosshead speed of 0.5-1 mm/min. The independent-samples t-test was used for the statistical analysis of the $K_{Ic}$ values at ${\alpha}$=0.05. RESULTS. The mean $K_{Ic}$ of zirconia ceramic obtained from SEVNB method ($5.4{\pm}1.6\;MPa{\cdot}m^{1/2}$) was comparable to that obtained from FTA method ($6.3{\pm}1.6\;MPa{\cdot}m^{1/2}$). The mean $K_{Ic}$ of glass-infiltrated ceramic obtained from SEVNB method ($4.1{\pm}0.6\;MPa{\cdot}m^{1/2}$) was significantly lower than that obtained from FTA method ($5.1{\pm}0.7\;MPa{\cdot}m^{1/2}$). CONCLUSION. The mean $K_{Ic}$ of the glass-infiltrated and zirconia ceramics obtained from the SEVNB method were lower than those obtained from FTA method even they were not significantly different for the zirconia material. The differences in the $K_{Ic}$ values could be a result of the differences in the characteristics of fracture initiating flaws of these two methods.

Effect of thermal-induced microcracks on the failure mechanism of rock specimens

  • Khodayar, Amin;Nejati, Hamid Reza
    • Computers and Concrete
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    • 제22권1호
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    • pp.93-100
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    • 2018
  • It is seldom possible that geotechnical materials like rocks and concretes found without joints, cracks, or discontinuities. Thereby, the impact of micro-cracks on the mechanical properties of them is to be considered. In the present study, the effect of micro-crack on the failure mechanism of rock specimens under uniaxial compression was investigated experimentally. For this purpose, thermal stress was used to induce micro-cracks in the specimens. Several cylindrical and disk shape specimens were drilled from granite collected from Zanjan granite mine, Iran. Some of the prepared specimens were kept in room temperature and the others were heated by a laboratory furnace to different temperature levels (200, 400, 600, 800 and 1000 degree Celsius). During the experimental tests, Acoustic Emission (AE) sensors were used to monitor specimen failure at the different loading sequences. Also, Scanning Electron Microscope (SEM) was used to distinguish the induced micro-crack by heating in the specimens. The fractographic analysis revealed that the thin sections heated to $800^{\circ}C$ and $1000^{\circ}C$ contain some induced micro-fractures, but in the thin sections heated to $200^{\circ}C$, $400^{\circ}C$ and $600^{\circ}C$ have not been observed any micro-fracture. In the next, a comprehensive experimental investigation was made to evaluate mechanical properties of heated and unheated specimens. Results of experimental tests showed that induced micro-cracks significantly influence on the failure mode of specimens. The specimens kept at room temperature failed in the splitting mode, while the failure mode of specimens heated to $800^{\circ}C$ are shearing and the specimens heated to $1000^{\circ}C$ failed in the spalling mode. On the basis of AE monitoring, it is found that with increasing of the micro-crack density, the ratio of the number of shear cracks to the number of tensile cracks increases, under loading sequences.

Influence of preparation design on fracture resistance of different monolithic zirconia crowns: A comparative study

  • Findakly, Meelad Basil;Jasim, Haider Hasan
    • The Journal of Advanced Prosthodontics
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    • 제11권6호
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    • pp.324-330
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    • 2019
  • PURPOSE. The aim of the study was to evaluate and compare the fracture resistance and modes of fracture of monolithic zirconia crowns with two preparation designs. MATERIALS AND METHODS. Forty human maxillary first premolar teeth were extracted for orthodontic purposes and divided into two main groups (n=20): Group A: monolithic traditional zirconia; Group B: monolithic translucent zirconia. The groups were further subdivided into two subgroups (n=10): (A1, B1) shoulder margin design; (A2, B2) feather-edge margin design. Teeth were prepared with either a 1 mm shoulder margin design or a feather-edge margin design. The prepared teeth were scanned using a digital intraoral scanner. The crowns were cemented using self-adhesive resin cement. All cemented teeth were stored in water for 7 days and thermocycling was done before testing. All samples were subjected to compressive axial loading until fracture. The fractographic analysis was done to assess the modes of fracture of the tested samples. RESULTS. The highest mean values of fracture resistance were recorded in kilo-newton and were in the order of subgroup A1 (2.903); subgroup A2 (2.3); subgroup B1 (1.854) and subgroup B2 (1.523). One-way ANOVA showed a statistically significant difference among the 4 subgroups. Concerning modes of fracture, the majority of samples in subgroups A1 and B1 were fracture of restoration and/or tooth, while in subgroups A2 and B2, the majority of samples fractured through the central fossa. CONCLUSION. Even though all the tested crowns fractured at a higher level than the maximum occlusal forces, the shoulder margin design was better than the feather-edge margin design and the monolithic traditional zirconia was better than the monolithic translucent zirconia in terms of fracture strength.

항공용 고강도 2xxx계 알루미늄 합금의 3.5 % 염수 환경에서의 응력부식균열 민감도 (Stress Corrosion Cracking Sensitivity of High-Strength 2xxx Series Aluminum Alloys in 3.5 % NaCl Solution)

  • 최희수;이다은;안수진;이철주;김상식
    • 한국재료학회지
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    • 제28권12호
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    • pp.738-747
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    • 2018
  • For the aerospace structural application of high-strength 2xxx series aluminum alloys, stress corrosion cracking(SCC) behavior in aggressive environments needs to be well understood. In this study, the SCC sensitivities of 2024-T62, 2124-T851 and 2050-T84 alloys in a 3.5 % NaCl solution are measured using a constant load testing method without polarization and a slow strain rate test(SSRT) method at a strain rate of 10-6 /sec under a cathodic applied potential. When the specimens are exposed to a 3.5 % NaCl solution under a constant load for 10 days, the decrease in tensile ductility is negligible for 2124-T851 and 2050-T84 specimens, proving that T8 heat treatment is beneficial in improving the SCC resistance of 2xxx series aluminum alloys. The specimens are also susceptible to SCC in a hydrogen-generating environment at a slow strain rate of $10^{-6}/sec$ in a 3.5 % NaCl solution under a cathodic applied potential. Regardless of the test method, low impurity 2124-T851 and high Cu/Mg ratio 2050-T84 alloys are found to have relatively lower SCC sensitivity than 2024-T62. The SCC behavior of 2xxx series aluminum alloys in the 3.5 % NaCl solution is discussed based on fractographic and micrographic observations.

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.

알루미늄합금 재료의 산화막 형성이 피로거동에 미치는 영향 (Effect of Oxide Film Formation on the Fatigue Behavior of Aluminum Alloy)

  • 김종천;정성균
    • 대한기계학회논문집A
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    • 제36권4호
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    • pp.421-428
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    • 2012
  • 본 논문에서는 알루미늄 7075-T6 재료의 부식 기간별 표면 산화막 형성이 피로거동에 미치는 영향에 대해 연구하였다. 사용된 알루미늄 재료는 부식에 대한 부동태화 현상으로 부식저항 특성이 높은 금속으로 알려져 있다. 알루미늄 합금은 다른 재료에 비해 가볍고 강한 재료 특성 때문에 항공기 부품 산업과 같은 다양한 산업분야에서 널리 사용되고 있다. 때문에 부식에 대한 재료의 피로거동 특성과 부식에 대한 부동태화 특성에 대한 연구가 요구된다. 4절점 회전 굽힘 시험기를 사용하여 부식 기간별 재료의 피로거동 특성을 확인하였고, 표면 거칠기를 측정하여 부식 기간별 알루미늄 재료의 표면 부식 정도를 평가하였다. 또한 전자주사현미경을 통해 파단면 분석 및 재료 표면에 형성된 산화막을 측정하였다. 실험결과 초기 부식 4주 동안은 부식이 활발히 진행되어 피로수명은 크게 감소하고 표면 거칠기는 증가하였다. 하지만 4주 이후부터 재료의 부동태화 현상으로 부식 반응이 둔화되는 경향을 보였다. 전자주사현미경을 통한 분석에서도 표면 산화막의 성장이 4주 이후부터 둔화되어 재료 표면의 산화막이 보호층 역할을 하여 더 이상의 부식진행을 방지한다는 결론은 얻었다.

레진 시멘트의 film thickness가 간접 복합 레진 수복물의 접착 효율에 미치는 영향에 관한 연구 (EFFECT OF FILM THICKNESS OF RESIN CEMENT ON BONDING EFFICIENCY IN INDIRECT COMPOSITE RESTORATION)

  • 이상혁;최기운;최경규
    • Restorative Dentistry and Endodontics
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    • 제35권2호
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    • pp.69-79
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    • 2010
  • 본 연구는 여러 레진 시멘트의 film thickness에 따른 상아질과 간접 레진 수복물 간의 미세인장 결합 강도를 측정하고, 각 레진 시멘트의 중합 수축 및 굴곡 강도, 탄성 계수를 비교 분석하며, 접착 계면 및 파단면의 주사전자 현미경 관찰을 통하여 레진 시멘트의 film thickness가 레진 간접 수복물의 접착 효율에 미치는 영향을 평가하고자 시행하였다. 복합 레진형 레진 시멘트인 Variolink II와 Duo-Link, 접착형 레진 시멘트인 Panavia F와 Rely X Unicem의 4가지 레진 시멘트를 사용하였고, 각각의 시멘트를 film thickness에 따라 < $50\;{\mu}m$ (control)의 대조군과 $50\;{\mu}m$ (T50), $100\;{\mu}m$ (T100), $150\;{\mu}m$ (T150)의 실험군으로 나누어 총 16개의 군으로 분류하였다. 데이터는 ANOVA와 Duncan's multiple comparison test (p < 0.05)를 이용하여 통계 분석하였으며 다음과 같은 결론을 얻었다; 1. Variolink Ⅱ는 모든 film thickness에서 접착형 레진 시멘트보다 높은 결합 강도를 나타냈지만(p < 0.05), Duo-Link는 대조군을 제외하고는 통계학적 유의차가 없었다(p > 0.05). 2. Film thickness가 증가할수록 복합 레진형 레진 시멘트의 결합 강도는 유의성 있게 감소(p < 0.05)하는 경향을 보인 반면, 접착형 레진 시멘트는 통계학적 유의차가 없었다(p > 0.05). 3. Panavia F는 통계학적으로 유의성 있게 낮은 중합 수축량을 나타냈다(p <0.05). 4. 굴곡 강도와 탄성 계수는 복합 레진형 레진 시멘트가 접착형 레진 시멘트보다 유의성 있게 높게 나타났다(p < 0.05). 5. FE-SEM 관찰 결과 결합 강도가 높은 복합 레진형 레진 시멘트는 균일한 접착층과 잘 발달된 resin tag 소견을 보였으나, 접착형 레진 시멘트는 불분명한 접착층과 resin tag 소견을 나타냈다. 파단면 관찰에서 복합 레진형 레진 시멘트는 혼합형 파괴 양상을 나타냈으나 접착형 레진 시멘트는 접착성 파괴 양상을 나타냈다.