• 제목/요약/키워드: specimens size

검색결과 1,774건 처리시간 0.034초

Morphological redescriptions of three Cyrtohymena ciliates (Ciliophora: Sporadotrichida: Oxytrichidae) new to Korea

  • Kim, Yeon Uk;Lee, Jung Mi;Kwon, Choon Bong;Shin, Mann Kyoon
    • Journal of Species Research
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    • 제1권1호
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    • pp.78-86
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    • 2012
  • Three ciliate species of genus Cyrtohymena, C. australis Foissner, 1995, C. citrina (Berger & Foissner, 1987) and C. muscorum (Kahl, 1932) new to Korea, were collected from semi-terrestrial habitats. The description was based on the observation of live and silver stained specimens. Diagnostic characteristics of these species are as follows. C. autralis: size about $275{\times}100{\mu}m$ in live specimens. Cortical granules yellowish. 18-31 right and 31-40 left marginal cirri in number. Dorsal kineties eight rows. C. citrina: size about $180{\times}50{\mu}m$ in live specimens. Cortical granules yellowish. 26-32 right and 23-27 left marginal cirri in number. Dorsal kineties five to six rows. C. muscorum: size about $180{\times}60{\mu}m$ in live specimens. Cortical granules reddish. 31-34 right and 33-36 left marginal cirri in number. Dorsal kineties six rows. Three species of Cyrtohymena have been added to Korean ciliate fauna from this study. Including previous one species of C. quadrinucleata, four species of this genus in total have been recorded so far in this country.

Effects of the SiC Particle Size and Content on the Sintering and Mechanical Behaviors of $Al_2O_3$/SiC Particulate Composites

  • Ryu, Jung-Ho;Lee, Jae-Hyung
    • The Korean Journal of Ceramics
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    • 제3권3호
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    • pp.199-207
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    • 1997
  • $Al_2O_3$/SiC particulate composites were fabircated by pressureless sintering. The dispersed phase was SiC of which the content was varied from 1.0 to 10 vol%. Three SiC powders having different median diameters from 0.28 $\mu\textrm{m}$ to 1.9 $\mu\textrm{m}$ were used. The microstructure became finer and more uniform as the SiC content increased except the 10 vol% specimens, which were sintered at a higher temperature. Under the same sintering condition, densification as well as grain growth was retarded more severly when the SiC content was higher or the SiC particle size was smaller. The highest flexural strength obtained at 5.0 vol% SiC regardless of the SiC particle size seemed to be owing to the finer and more uniform microstructures of the specimens. Annealing of the specimens at $1300^{\circ}C$ improved the strength in general and this annealing effect was good for the specimens containing as low as 1.0 vol% of SiC. Fracture toughness did not change appreciably with the SiC content but, for the composites containing 10 vol% SiC, a significantly higher toughness was obtained with the specimen containing 1.9$\mu\textrm{m}$ SiC particles.

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구조물용 강재의 파단기준에 대한 실험 및 이론 연구 (Experimental and Theoretical Investigations on the Fracture Criteria for Structural Steels)

  • 정준모;조상래
    • 대한조선학회논문집
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    • 제45권2호
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    • pp.157-167
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    • 2008
  • Six smooth flat tensile specimens and eighteen punch specimens with three different thicknesses were machined from steel of JIS G3131 SPHC. In addition to punch tests, incremental tensile tests were conducted to obtain average true flow stress - logarithmic true strain curves. Through parametric FE simulations for the tensile specimens, material parameters related to GTN model were identified. Using indenters with three kinds of radius, punch tests were carried out to obtain fracture characteristics of punch specimens. Numerical analyses using both fracture models, GTN and $J_2$ plasticity model, gave that the former estimated well the fracture of punch specimen but the latter did not. A new concept for critical size of plate elements was introduced based on minimum relative sharpness between contact structures. Consequently, a new criterion for critical element size was proposed to be less than 20% of minimum relative radius of interacting structures.

전단철근비와 보의 단면크기에 따른 철근콘크리트 보의 전단강도 특성 연구 (A Characteristic Study on Shear Strength of Reinforced Concrete Beams according to Shear Reinforcement Ratio and Beam Section Size)

  • 노형진;유인근;이호경;백승민;김우석;곽윤근
    • 대한건축학회논문집:구조계
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    • 제35권6호
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    • pp.111-119
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    • 2019
  • The purpose of this study is to investigate the shear strength of reinforced concrete beam according to beam section size and shear reinforcement ratio. A total of nine specimens were tested and designed concrete compressive strength is 24 MPa. The main variables are shear reinforcement ratio and beam section size fixed with shear span to depth ratio (a/d = 2.5), the tensile reinforcement ratio (${\rho}=0.013$) and width to depth ratio (h/b = 1.5). The test specimens were divided into three series of S1 ($225{\times}338mm$), S2 ($270{\times}405mm$) and S3 ($315{\times}473mm$), respectively. The experimental results show that all specimens represent diagonal tensile failure. For $S^*-1$ specimens (d/s=0), the shear strength decreased by 33% and 46% with increasing the beam effective depth, 26% and 33% for $S^*-2$ specimens (d/s=1.5) and 16% and 20% for $S^*-3$ specimens (d/s=2.0) respectively. As the shear reinforcement ratio increases, the decrease range in shear strength decreases. In other words, this means that as the shear reinforcement ratio increases, the size effect of concrete decreases. In the S1 series, the shear strength increased by 39% and 41% as the shear reinforcement ratio increased, 54% and 76% in the S2 series and 66% and 100% in the S3 series, respectively. As the effective depth of beam increases, the increase range of shear strength increases. This means that the effect of shear reinforcement increases as the beam effective depth increases. As a result of comparing experimental values with theoretical values by standard equation and proposed equation, the ratio by Zsutty and Bazant's equation is 1.30 ~ 1.36 and the ratio by KBC1 and KBC2 is 1.55~.163, respectively. Therefore, Zsutty and Bazant's proposed equation is more likely to reflect the experimental data. The current standard for shear reinforcement ratio (i.e., $S_{max}=d/2$) is expected to be somewhat relaxed because the ratio of experimental values to theoretical values was found to be 1.01 ~ 1.44 for most specimens.

콘크리트의 축압축강도에 대한 크기효과 (Size Effect on Axial Compressive Strength of Concrete)

  • 이성태;김민욱;김진근
    • 콘크리트학회논문집
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    • 제13권2호
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    • pp.153-160
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    • 2001
  • 본 연구에서는 콘크리트 부재에서의 축압축강도에 대한 크기효과를 검토하였다. 이를 위하여 두 가지 대표적인 압축파괴모드 중의 하나인 모드 I 파괴에 대한 실험적 연구를 이중 캔틸레버 보를 이용하여 수행하였다. 각 캔틸레버의 축에 대한 작용하중의 편심거리와 초기 균열길이를 변화시킴에 의하여 콘크리트의 축압축강도에도 크기효과가 존재하는 지의 여부를 확인하였고, 최소자승법을 이용하여 수정된 크기효과법칙의 새로운 실험상수들을 제시하였다. 연구결과로부터 초기 균열이 있는 콘크리트 부재의 축압축강도에도 크기효과가 존재함을 확인하였다. 하중의 편심거리에 있어서는 균열선단에서의 인장과 압축응력의 영향이 매우 중요하며 이 경우에 뚜렷한 크기효과가 나타났다. 즉 균열선단에서 인장응력의 영향이 증가하면 콘크리트의 크기효과는 증가한다. 그러나 초기 균열길이의 경우, 축압축강도의 크기효과에 미치는 영향은 존재하지만 균열길이에 따른 차이는 뚜렷하지 않았는데 이는 고강도 콘크리트 부재의 경우 부재의 세장비 차에도 불구하고 파괴진행영역의 크기가 서로 비슷한데 그 원인이 있는 것으로 판단된다.

페라이트-펄라이트 조직 저탄소강의 미세조직과 인장 특성의 상관관계에 미치는 미량합금원소와 변태 온도의 영향 (Effect of Micro-Alloying Elements and Transformation Temperature on the Correlation of Microstructure and Tensile Properties of Low-Carbon Steels with Ferrite-Pearlite Microstructure)

  • 이상인;이지민;황병철
    • 한국재료학회지
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    • 제27권4호
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    • pp.184-191
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    • 2017
  • This present study deals with the effect of micro-alloying elements and transformation temperature on the correlation of microstructure and tensile properties of low-carbon steels with ferrite-pearlite microstructure. Six kinds of low-carbon steel specimens were fabricated by adding micro-alloying elements of Nb, Ti and V, and by varying isothermal transformation temperature. Ferrite grain size of the specimens containing mirco-alloying elements was smaller than that of the Base specimens because of pinning effect by the precipitates of carbonitrides at austenite grain boundaries. The pearlite interlamellar spacing and cementite thickness decreased with decreasing transformation temperature, while the pearlite volume fraction was hardly affected by micro-alloying elements and transformation temperature. The room-temperature tensile test results showed that the yield strength increased mostly with decreasing ferrite grain size and elongation was slightly improved as the ferrite grain size and pearlite interlamellar spacing decreased. All the specimens exhibited a discontinuous yielding behavior and the yield point elongation of the Nb4 and TiNbV specimens containing micro-alloying elements was larger than that of the Base specimens, presumably due to repetitive pinning and release of dislocation by the fine precipitates of carbonitrides.

Epidemiologic Data, Tumor Size, Histologic Tumor Type and Grade, Pathologic Staging and Follow Up in Cancers of the Ampullary Region and Head of Pancreas in 311 Whipple Resection Specimens of Pakistani Patients

  • Ahmad, Zubair;Ud Din, Nasir;Minhas, Khurram;Moeen, Sarosh;Ahmed, Arsalan
    • Asian Pacific Journal of Cancer Prevention
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    • 제16권17호
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    • pp.7541-7546
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    • 2015
  • Aim: To report the histologic findings on Whipple resection specimens and thus determine the extent and spread of carcinomas of ampullary region and head of pancreas in our population. Setting: Section of Histopathology, Department of Pathology, Aga Khan University Hospital (AKUH), Karachi, Pakistan. Materials and Methods: A case series of 311 consecutive Whipple resection specimens received between January 1,2003 and December 31, 2014. Specimens processed for histologic sections and representative sections submitted and histologically examined as per established and standard protocols. All relevant tumor parameters including histologic type, histologic grade, pathologic T and N stage and tumor size were assessed. Epidemiologic data were also recorded. All findings were analysed using SPSS 19.0 software. Results: Ampullary (periampullary) carcinomas were much more common than carcinomas of the head of the pancreas, especially in males, with an average age of 53 years. Mean tumor size was 2.5 cms, over 54% were well differentiated. A large majority were pT2 or pT3 and N0. Carcinomas of pancreatic head were also more common in males, mean age was 55 years, mean tumor size was 3.5cms, and over 65% were moderately differentiated. The majority were T2 or T3 and pN1. Prognostically, significant statistical correlation was seen with tumor grade and pathologic T and N stage (p values statistically significant). However, tumor size was not statistically significant. Conclusions: Ampullary carcinomas are more common compared to pancreatic carcinomas. Majority of ampullary carcinomas were well differentiated while majority of pancreatic carcinomas were moderately differentiated. Large majority of both types of cases were pT2 or T3. Histologic tumor grade and pathologic T and N stage are significantly related to prognosis in Pakistani patients with ampullary and pancreatic cancers.

포장 콘크리트 휨인장강도 시험체에 대한 크기효과 보정 (Size-effect Correction for Pavement Concrete Flexural Strength Test)

  • 심재원;권순민;유태석;안태송;김낙영
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2008년도 추계 학술발표회 제20권2호
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    • pp.625-628
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    • 2008
  • 도로공사에서 포장 콘크리트의 품질관리에 사용되고 있는 휨인장강도 시험체의 크기를 줄여 용이한 취급과 양생조의 활용도를 높이기 위해 시험체별 크기효과를 확인하고 이에 대한 보정계수를 도출하였다. 32mm 조골재가 사용된 본 실험에서는 별다른 크기효과를 관찰할 수 없었고, Bazant 등이 제안한 예측식에 실험결과를 적용하여 이를 확인할 수 있었다. 또한, 보정계수의 적용을 위해 도출된 예측식을무차원화하고 w/c와 압축강도의 관계를 도식화한 크기효과 보정 도표도 제안하였다.

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전기화학 합성 (Fabrication of Electrochemical method)

  • 이상헌;최용
    • 한국전기전자재료학회:학술대회논문집
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    • 한국전기전자재료학회 2010년도 하계학술대회 논문집
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    • pp.284-284
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    • 2010
  • YBCO ceramic specimens were fabricated by added $BaTiO_3$ as donors and sintered $950^{\circ}C$/24hrs. Average grain size decreased with increased in added $BaTiO_3$. Affect to grain growth. XRD result, peak strength was lowed then crystallization not well all specimens. All specimens critical temperature about 90k.

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시편크기의 영향을 고려한 J-A$_2$ 방법에 의한 파괴인성 평가 (Evaluation of Fracture Toughness by J-A$_2$ Method Considering Size Effect)

  • 이정윤;김영종;김용환;김재훈
    • 한국정밀공학회지
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    • 제17권1호
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    • pp.153-163
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    • 2000
  • The size effect on fracture toughness was investigated by introducing $J-A_2$ theory. For this application,small size specimens were chosen to establish $J-A_2$ assessment curve with FEM analysis. Two-dimensional FEM analysis was conducted with plane strain model using ABAQUS by domain integral method to calculate both crack tip stress and fracture toughness which were used to establish $J-A_2$ curve. The assessment curve predicted the fracture toughness of large specimens very well when compared to the test values. The results showed good prediction for deep crack specimen, though there were acceptable deviations in shallow cracked specimens, presumably caused by constraint effect. When the curve applied to reactor vessel in order to predict end of life fracture toughness with assumption of on-power pressure test condition, it provided the reasonable pressure compared to the existing design value. Better predictions would be possible if more test data were available.

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