• Title/Summary/Keyword: 미세균열의 길이

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Evaluation for Rock Cleavage Using Distribution of Microcrack Spacings (III) (미세균열의 간격 분포를 이용한 결의 평가 (III))

  • Park, Deok-Won
    • The Journal of the Petrological Society of Korea
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    • v.25 no.4
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    • pp.311-324
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    • 2016
  • The characteristics of the rock cleavage in Jurassic granite from Geochang were analysed. The evaluation for three quarrying planes and three rock cleavages was performed using the parameters such as (1) reduction ratio between the value of spacing and the value of length, (2) microcrack spacing frequency(N), (3) total spacing($1mm{\geq}$), (4) exponential constant(a), (5) magnitude of exponent(${\lambda}$), (6) mean spacing($S_{mean}$), (7) difference value($S_{mean}-S_{median}$) between mean spacing and median spacing($S_{median}$) and (8) density of spacing. Especially the close dependence between the above spacing parameters and the parameters from the spacing-cumulative frequency diagrams was derived. The discrimination factors representing three quarrying planes and three rock cleavages were acquired through these mutual contrast. The analysis results of the research are summarized as follows. First, the reduction ratios of frequency(N), mean value, median value, the above difference value($S_{mean}-S_{median}$) and density for three rock cleavages are in orders of G(grain, (G1 + G2)/2) < H(hardway, (H1 + H2)/2) < R(rift, (R1 + R2)/2), H < G $\ll$ R, H < G $\ll$ R, H < G < R and H < G $\ll$ R. The values of the above five parameters for three planes show the various orders of R'(rift plane) $\ll$ H'(hardway plane) < G'(grain plane), R' $\ll$ G' < H', R' < H' < G', R' < G' < H' and R' $\ll$ H' < G', respectively. Second, the values of (I) parameters(2, 3, 4 and 5) and (II) parameters(6, 7 and 8) are in orders of (I) H < G < R and (II) R < G < H. On the contrary, the values of the above two groups(I~II) of parameters for three planes show reverse orders. Third, to review the overall characteristics of the arrangement among the six diagrams, these diagrams show an order of R2 < R1 < G2 < G1 < H2 < H1 from the related chart. In other words, above six diagrams can be summarized in order of rift(R1 + R2) < grain(G1 + G2) < hardway(H1 + H2). These results indicate a relative magnitude of rock cleavage related to microcrack spacing. Especially, two parameters for each diagram, the above difference value($S_{mean}-S_{median}$) and mean spacing, could provide advanced information for prediction the order of arrangement among the diagrams. Finally, the general chart for three planes and three rock cleavages were made. From the related chart, three exponential straight lines for three rock cleavages show an order of R(R1 + R2) < G(G1 + G2) < H(H1 + H2). On the contrary, three lines for three planes show an order of H'(R2 + G2) < G'(R1 + H2) < R'(G1 + H1). Consequently, correlation of the mutually reverse order between three planes and three rock cleavages can be drawn from the related chart.

Quantitative EC Signal Analysis on the Axial Notch Cracks of the SG Tubes (SG Tube 축방향 노치 균열의 정량적 EC 신호평가)

  • Min, Kyong-Mahn;Park, Jung-Am;Shin, Ki-Seok;Kim, In-Chul
    • Journal of the Korean Society for Nondestructive Testing
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    • v.29 no.4
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    • pp.374-382
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    • 2009
  • Steam generator(SG) tube, as a barrier isolating primary to the secondary coolant system of nuclear power plants(NPP), must maintain the structural integrity far the public safety and its efficient power generation capacity. And SG tubes bearing defects must be timely detected and taken repair measures if needed. For the accomplishment of these objectives, SG tubes have been periodically examined by eddy current testing(ECT) on the basis of administrative notices and intensified SG management program(SGMP). Stress corrosion cracking(SCC) on the SG tubes is not easily detected and even missed since it has lower signal amplitude and other disturbing factors against its detection. However once SCC is developed, that can cause detrimental affects to the SG tubes due to its rapid propagation rate. Accordingly SCC is categorized as prime damage mechanism challenging the soundness of the SG tubes. In this study, reproduced EDM notch specimens are examined for the detectability and quantitative characterization of the axial ODSCC by +PT MRPC probe, containing pancake, +PT and shielded pancake coils apart in a single plane around the circumference. The results of this study are assumed to be applicable fur providing key information of engineering evaluation of SCC and improvement of confidence level of ECT on SG tubes.

Development and Characterization of High Frequency Ultrasonic Transducer Using PVDF and P(VDF-TrFE) (PVDF 및 P(VDF-TrFE)를 이용한 고주파수 수침용 초음파 탐촉자 개발 및 평가)

  • Kim, Ki-Bok;Kim, Byoung-Geuk;Lee, Seung-Seok
    • Journal of the Korean Society for Nondestructive Testing
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    • v.22 no.1
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    • pp.1-8
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    • 2002
  • The high frequency ultrasonic transducers using polyvinyliden fluoride(PVDF) and polyvinylidene fluoride trifluorethyylene(P(VDF-TrFE)) were developed. The characteristics of fabricated high frequency ultrasonic transducer such as beam diameter, high frequency ultrasonic detection field and amplitude of the first pulse echo signal from the test target in the water were analyzed. The high frequency ultrasonic detection field was affected by the length of coaxial cable between high frequency transducer and ultrasonic pulser/receiver. As the size of the test target increased, the high frequency detection field decreased and the amplitude of a reflection signal increased. The peak amplitude of the first pulse echo signal of P(VDF-TrFE) transducer was higher than that of PVDF transducer. The high frequency ultrasonic detection field of PVDF transducer was wider than that of P(VDF-TrFE) transducer. With C-scan testing, the developed high frequency ultrasonic transducer could detect the 30 to $100{\mu}m$ of hydrogen induced crack of steel specimen by C-scan testing.

Evaluation for Rock Cleavage Using Distribution of Microcrack Spacings (V) (미세균열의 간격 분포를 이용한 결의 평가(V))

  • Park, Deok-Won
    • The Journal of the Petrological Society of Korea
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    • v.26 no.3
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    • pp.297-309
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    • 2017
  • Jurassic granite from Geochang was analysed with respect to the characteristics of the rock cleavage. The comprehensive evaluation for rock cleavages was performed through the combination of the 16 parameters derived from the enlarged photomicrographs of the thin section and the spacing-cumulative frequency diagrams. The results of analysis for the representative values of these spacing parameters with respect to the rock cleavage are summarized as follows. First, the above parameters can be classified into group I (spacing frequency (N), total spacing ($1m{\geq}$), constant (a), exponent (${\lambda}$), slope of exponential straight line (${\theta}$), length of line (oa') and trigonometric ratios ($sin{\theta}$, $tan{\theta}$) and group II (mean spacing (Sm), difference value between mean spacing and median spacing (Sm-Sme), density (${\rho}$), lengths of lines (oa and aa'), area of a right-angled triangle (${\Delta}oaa^{\prime}$) and trigonometric ratio($cos{\theta}$). The values of the 8 parameters belonging to group I show an order of H(hardway, H1+H2)

Flexural Behaviors of High Performance Hollow Core Slabs with Upper Strands (상부강선을 갖는 고성능 중공슬래브의 휨거동)

  • 김인규;박현석;유승룡
    • Journal of the Korea Concrete Institute
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    • v.14 no.2
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    • pp.156-163
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    • 2002
  • Hollow core slabs generally have not been used for a bridge or a parking slab in Korea. In this study, high performance hollow core slabs, which have been the most thick one in domestic are re-designed and examined for practical use. Flexural tests were performed on four 315mm deep hollow core slabs to investigate adaptability for high vehicle live loadings and composite action with topping concrete. The precast slabs were pre-tensioned with ten strands of 1/2 inch diameter at the lower of slab and four strands of 1/2 inch diameter at the upper of slab, and cast with 80 mm deep topping concrete. Tested hollow core slabs showed ductile failure behaviors which were conformed to the current Ultimate Strength Design Method for a span of 10m up to the live load of 1,000 kgf/㎡. The rectangular md round shear cotters which were used for the composite action between precast and topping concrete, developed sufficient strengths because cracking, even micro had not been developed at the end of slabs up to the pure flexural tensile failure.

Investigation of Leakage Currents of $BaTiO_3$ Thin Films Using Aerosol Deposition in Microscopic Viewpoint

  • O, Jong-Min;Kim, Hyeong-Jun;Kim, Su-In;Lee, Chang-U;Nam, Song-Min
    • Proceedings of the Korean Vacuum Society Conference
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    • 2010.02a
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    • pp.114-114
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    • 2010
  • 최근 고용량의 디커플링 캐패시터를 기판에 내장하여 고주파 발생의 원인인 배선길이와 실장 면적을 획기적으로 줄이는 임베디드 디커플링 캐패시터에 대한 연구가 활발히 진행되고 있다. 하지만 기존의 공정들은 높은 공정온도와 같은 공정상의 한계를 가지고 있어 상온 저 진공 분위기에서 세라믹 분말을 기판에 고속 분사시켜 기공과 균열이 거의 없는 치밀한 나노구조의 세라믹 제작이 가능한 후막코팅기술인 Aerosol Deposition Method (ADM)에 착목하였으며, 이 ADM을 박막공정으로 응용하여 $BaTiO_3$ 박막을 제작하고 고용량의 디커플링 캐패시터 제작을 실현하고자 한다. 하지만, Cu 기판 상에 성막 된 $0.5\;{\mu}m$이하의 $BaTiO_3$ 박막에서는 $BaTiO_3$ 분말 내에 존재하는 평균입자 보다 큰 입자와 응집분말로 인해 발생하는 pore, crater, not-fully-crushed particles와 같은 거시적인 결함들에서의 전류 통전과 울퉁불퉁한 $BaTiO_3$ 박막과 기판 사이의 계면에서의 전계의 집중에 의한 전류의 증가로 인하여 큰 누설전류 발생하는 문제에 봉착하였다. 이러한 문제를 해결하기 위하여 제시된 효과적인 방법으로 Stainless steel 기판과 같이 표면경도가 높은 기판을 사용하는 것이며, 이를 통해 $0.2\;{\mu}m$의 두께까지 유전 $BaTiO_3$ 박막을 성막 할 수 있었으며, 치밀한 표면 미세구조와 줄어든 $BaTiO_3$ 박막과 기판 사이의 계면의 거칠기를 확인하였다. 하지만, $BaTiO_3$ 박막 내에 발생하는 누설전류의 근본원인을 확인하기 위해서는 누설전류에 대한 미시적인 접근이 더욱 요구된다. 이에 본 연구에서는 누설전류 발생원인의 미시적 접근을 위해 두께에 따른 $BaTiO_3$ 박막의 누설전류 전도기구에 대한 조사하였으며, 이를 통해 $BaTiO_3$ 박막내 발생하는 누설전류의 원인은 $BaTiO_3$막 내에서 donor로서 역할을 하는 oxygen vacancy와 불균일한 전계의 집중으로 인한 전자의 tunneling 현상임을 확인할 수 있었다. 또한, Nano-indenter와 Conductive atomic force microscopic를 이용한 정밀 측정을 통해 표면경도의 중요성을 재확인하였으며 $BaTiO_3$ 박막의 두께가 $0.2\;{\mu}m$이하로 더욱 얇아지게 되면 입자간 결합 문제 또한 ADM을 박막화 하는데 있어 중요한 요소임을 확인하였다.

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Fabrication of SiCp/Al Alloy Composites by In-situ Vacuum Hot Press Process (In-situ Vacuum Hot Press 공정을 이용한 SiCp/Al 복합재료의 제조)

  • Choe, Se-Won;Hong, Seong-Gil;Kim, Yeong-Man;Jang, Si-Yeong;Gang, Chang-Seok
    • Korean Journal of Materials Research
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    • v.11 no.7
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    • pp.590-598
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    • 2001
  • SiCp/pure Al and SiCp/2024Al MMCs were fabricated by in-situ VHP process designed specially just in this study which is composed of the vacuum hot press at range from R.T. to $500^{\circ}C$ and the continuous extrusion without canning process at $520^{\circ}C$. It was investigated the effect of SiC particle size, volume fraction and extrusion ratio on the tensile properties and micro structure in auf composites. In case of the 10:1 extrusion ratio, but SiCp/pure Al and SiCp/2024Al composites were shown a sound appearance and a good micro structure without crack of SiCp as well as uniform distribution of SiCp. However, in case of the 16:1 extrusion ratio, the number of cracked SiC particles more than increased in a higher volume fraction composite and 2024Al matrix composite compared with pure Al matrix one. The tensile strength of the composites reinforced smaller SiCp was higher than that of the bigger SiCp reinforced in same volume fraction and extrusion ratio.

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Performance of Recycled Coarse Aggregate Concrete with Nylon Fiber (나일론 섬유를 적용한 순환 굵은골재 콘크리트의 성능 평가)

  • Lee, Seung-Tae
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.23 no.2
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    • pp.28-36
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    • 2019
  • The adhered mortars in recycled aggregate may lower the performance of the concrete, such as by reducing in strength and durability, and cracking. In the present study, the effects of nylon fiber (NF) on the mechanical and durable properties of 100% ordinary portland cement (OPC) and 50% ground granulated blast furnace slag (GGBFS) concretes incorporating recycled coarse aggregate (RA) were experimentally investigated. Concrete was produced by adding 0 and $0.6kg/m^3$ of NF and then cured in water for the predetermined period. Measurements of compressive and split tensile strength, water permeable pore and total charge passed through concrete were carried out, and the corresponding test results were compared with those of concrete incorporating crushed coarse aggregate (CA). In addition, the microstructures of 28-day concretes were observed by using SEM technique. Test results revealed that the RA concrete showed lower performance than CA concrete because of the adhered mortars in RA. However, it was obvious that the addition of NF in RA concrete was much effective in enhancing the performance of the concretes due to the bridge effect from NF. In particular, the application of NF2 (19 mm) exhibited a somewhat beneficial effect compared with concrete incorporating NF1 with respect to mechanical properties, especially for RA concrete.

Bioactivity of precalcified nanotubular $TiO_2$ layer on Ti-6Al-7Nb alloy (나노튜브 $TiO_2$ 층 생성 후 전석회화 처리한 Ti-6Al-7Nb 합금의 생체활성도)

  • Seo, Jae-Min
    • The Journal of Korean Academy of Prosthodontics
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    • v.49 no.1
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    • pp.16-21
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    • 2011
  • Purpose: The purpose of this study was to investigate the bioactivity of precalcified nanotubular $TiO_2$ layer on Ti-6Al-7Nb alloy. Materials and methods: Anodic oxidation was carried out at a potential of 20 V and current density of 20 mA/$cm^2$ for 1 hour. The glycerol solution containing 1 wt% $NH_4F$ and 20 wt% deionized water was used as an electrolyte. Precalcification treatment was obtained by soaking in $Na_2HPO_4$ solution at $80^{\circ}C$ for 30 minutes followed by soaking in saturated $Ca(OH)_2$ solution at $100^{\circ}C$ for 30 minutes, followed by heat treatment at $500^{\circ}C$ for 2 hours. To evaluate the activity of precalcified nanotubular $TiO_2$ layer, specimens were immersed in a simulated body fluid with pH 7.4 at $36.5^{\circ}C$ for 10 days. Results: 1. Nanotubular $TiO_2$ layer showed the highly ordered dense structure by interposing small diameter nanotubes between large ones, the shape of nanotubes was enlarged as going down. 2. The mean length of nanotubes was $517.0{\pm}23.2\;nm$ innm glycerol solution containing 1 wt% $NH_4F$ and 20 wt% $H_2O$ at 20 V for 1 hour. 3. The bioactivity of Ti-6Al-7Nb alloy was improved with formation of nanotubular $TiO_2$ layer and precalcification treatment in $80^{\circ}C$ 0.5 M $Na_2HPO_4$ and saturated $100^{\circ}C$ $Ca(OH)_2$ solution. Conclusion: Bioactivity of precalcified nanotubular $TiO_2$ layer on Ti-6Al-7Nb alloy was improved.