• Title/Summary/Keyword: Mixing Behavior

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Flexural behavior and durability evaluation of flexural members manufactured using prepacked DFRCC material (Prepacked DFRCC 재료로 제작된 휨 부재의 휨 거동 및 내구성 평가)

  • Kim, Jang-Ho;Lim, Yoon-Mook;Hong, Jong-Seok;Lee, Kyung-Min;Kim, Yoon-Ho
    • Proceedings of the Korea Concrete Institute Conference
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    • 2006.05b
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    • pp.57-60
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    • 2006
  • The purpose of this study is to assess performance of prepacked DFRCC material compared with the DFRCC material which is made by using general mixing method. From 4r-point bending test, bond strength test and chlorine ion penetration test, flexural stress, -deflection relations, bond strengths, and durability assessment have been obtained. From the experiments, premixed DFRCC shows relatively good performance.

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Antioxidation Characteristics of Surface-Modified Carbon in ${Al_2}{O_3}$-C Refractory (${Al_2}{O_3}$-C계 내화물에서 표면개질된 탄소의 산화특성)

  • 홍영호;김동한;심광보
    • Journal of the Korean Ceramic Society
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    • v.37 no.6
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    • pp.583-588
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    • 2000
  • Antioxidation characteristics of carbon at high temperature with the co-addition of Al and Si powder in Al2O3-C system refractory were analyzed. The use of surface-modified phosphate carbon as a starting material was found to be very effective in improving the mixing effect of raw materials and antioxidation behavior of carbon. In particular, this effect was dominant at higher temperatures than 130$0^{\circ}C$.

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DESIGN CONSIDERATIONS AND MONITORING RESULTS OF AN UNDERWATER EARTH DAM

  • Van Impe, W.F.
    • Proceedings of the Korean Geotechical Society Conference
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    • 2009.03a
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    • pp.1210-1224
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    • 2009
  • The present paper illustrates the outcome of the monitoring of the consolidation behavior of a soft foundation soil under a large submerged sand embankment. Measurements of settlements and excess pore water pressures showed a good agreement with predictions evaluated using the large strain consolidation theory. Soft soil improvement by means of deep mixing has been optimized. Moreover, the principles and developments of underwater geosynthetics applications are discussed.

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Prediction of Hot Gas Behavior in High Voltage Self-blast Circuit Breaker (초고압 복합소호 차단부의 열가스 거동 예측)

  • Kim, Jin-Bum;Yeo, Chang-Ho;Seo, Kyoung-Bo;Kweon, Ki-Yeoung;Lee, Hahk-Sung
    • Proceedings of the KSME Conference
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    • 2007.05b
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    • pp.2494-2499
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    • 2007
  • Self-blast circuit breakers utilize the energy dissipated by the arc itself to create the required conditions for arc quenching during the current zero. The high-current simulation provides information about the mixing process of the hot PTFE cloud with $SF_6$ gas which is difficult to access for measurement. But it is also hard to simulate flow phenomenon because the flow in interrupter with high current, $SF_6$-PTFE mixture vapor and complex physical behavior including radiation, calculation of electric field. Using a commercial computational fluid dynamics(CFD) package, the conservation equation for the gas and temperature, velocity and electric fields within breaker can be solved. Results show good agreement between the predicted and measured pressure rise in the thermal chamber.

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Modeling of the Setting Characteristics of Early-age Concrete (초기재령 콘크리트의 응결특성 모델링)

  • 조호진;송하원;변근주
    • Proceedings of the Korea Concrete Institute Conference
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    • 2002.10a
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    • pp.391-396
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    • 2002
  • The so called setting is defined as the onset of rigidity in fresh concrete. In the analysis of the early-age concrete behavior, we consider fresh concrete as a structural element immediately after mixing. But for the activation of real structural behavior of fresh concrete, it takes some time after the beginning of hydration reaction. So, the very early age deformations due to hydration heat and shrinkage which occur before the setting do not produce restraint stresses. In this paper, we propose a setting characteristic model based on the so called percolation theory. From the analysis using the model, the influence of curing temperature is investigated and analytical results are compared with experimental results. From the comparison, the validity of proposed model is verified. This model is also applied to evaluate stress development in a temperature-stress test machine (TSTM) specimen and then the effect of setting time on the stress development is discussed.

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Crack Growth Behavior by Fatigue Load under Mixed Mode(I+II) (혼합모드(I+II)에서 피로 하중에 의한 균열진전 거동)

  • Gong, B.C.;Choi, S.D.
    • Journal of the Korean Society of Manufacturing Technology Engineers
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    • v.21 no.2
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    • pp.276-282
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    • 2012
  • This study looked for Mode status of each for fatigue crack growth behavior about the repeat load of mode I and the static load of mode II. The experiment was performed in the state of the repetition frequency of the sine wave 10Hz, the stress ratio 0.1, maximum load 300kg.f, a static load 0, 100, 200, 300kg.f, As the experimental results, in mode of static load, while the load value increases, the crack growth rate is slower as the energy of a crack mixing grows. Mode I and the power mode II get an influence each other in the direction of crack propagation path, but as they eventually get closer to the breaking point of the crack growth, it is dominated by the mode I.

A Study on the Behavior of Cation in Cement Paste (시멘트 경화체내 양이온 거동에 관한 연구)

  • 윤성진;소승영;소양섭
    • Proceedings of the Korea Concrete Institute Conference
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    • 2001.11a
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    • pp.549-554
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    • 2001
  • It is possible for concrete using sea sand to contain chloride ion as well as cation such as Na$^{+}$and $K^{+}$ during mixing process. It is known that some cations such as Na$^{+}$and $K^{+}$ remain in pore solution without binding In this study, therefore, we intend to inspect the behavior of cations in cement paste as well as NaCl, CaCl$_2$ and KCI through analysis of pore solution extracted from cement paste with high pressure vessel. As a result, increase of alkali ions by adding sea sand and admixtures to the fresh concrete means use of the cement contained high alkali contents. In this case, alkali ions in pore solution can decrease durability of cement products causing alkali-aggregate reaction or accelerated carbonation. So it needs to be studied.studied.

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Sintering Behavior of 2xxx Series Al alloys with Variation of Sintering Temperature (2xxx Al 합금계 혼합분말의 소결온도에 따른 소결거동)

  • 민경호;김대건;장시영;임태환;김영도
    • Journal of Powder Materials
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    • v.10 no.1
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    • pp.40-45
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    • 2003
  • Sintering behavior of 2xxx series Al alloy was investigated to obtain full densification and sound microstructure. The commercial 2xxx series Al alloy powder. AMB2712, was used as a starting powder. The mixing powder was characterized by using particle size analyzer, SEM and XRD. The optimum compacting pressure was 200 MPa, which was the starting point of the "homogeneous deformation" stage. The powder compacts were sintered at $550~630^{\circ}C$ after burn-off process at $400^{\circ}C$. Swelling phenomenon caused by transient liquid phase sintering was observed below $590^{\circ}C$ of sintering temperature. At $610^{\circ}C$, sintering density was increased by effect of remained liquid phase. Further densification was not observed above $610^{\circ}C$. Therefore, it was determined that the optimum sintering temperature of AMB2712 powder was $610^{\circ}C$.}C$.

Synthesis and Properties of Fe-Ni Nano-sized Powders using Metal Nitrates (금속질산염을 이용한 Fe-Ni 나노분말의 제조 및 특성)

  • Joo, Min-Hee;Oh, Sung-Tag
    • Journal of Powder Materials
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    • v.16 no.3
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    • pp.191-195
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    • 2009
  • The calcination and hydrogen-reduction behavior of Fe- and Ni-nitrate have been investigated. $Fe_2O_3$/NiO composite powders were prepared by chemical solution mixing of Fe- and Ni-nitrate and calcination at $350^{\circ}C$ for 2 h. The calcined powders were hydrogen-reduced at $350^{\circ}C$ for 30 min. The calcination and hydrogen-reduction behavior of Fe- and Ni-nitrate were analyzed by TG in air and hydrogen atmosphere, respectively. TG and XRD analysis for hydrogen-reduced powders revealed that the $Fe_2O_3$/NiO phase transformed to $FeNi_3$ phase at the temperature of $350^{\circ}$. The activation energy for the hydrogen reduction, evaluated by Kissinger method, was measured as 83.0 kJ/mol.

Influence of gradation on shear strength and volume change behavior of silty sands

  • Monkul, Mehmet Murat
    • Geomechanics and Engineering
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    • v.5 no.5
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    • pp.401-417
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    • 2013
  • The results of an experimental program regarding the effects of gradation on shear strength and volume change behavior of silty sands are presented. Consolidated drained direct shear tests were performed on two clean base sands and twelve silty sands obtained by mixing those base sands with two different non-plastic silts at various fines contents (${\leq}$ 25%). Drained shear strengths were observed to be not significantly influenced by either base sand gradation or silt gradation or fines content for the studied range. Increasing fines content has increased the volumetric contraction of specimens at similar void ratio. However, the amount of increase in volumetric contraction of silty sands were found to be affected by silt gradation when other influencing factors such as fines content, base sand gradation and mineralogy were kept the same. Moreover, the amount of increase in volumetric contraction of silty sands were also found to be affected by base sand gradation when other influencing factors such as fines content, silt gradation and mineralogy were kept the same.