• 제목/요약/키워드: Dynamic immersion

검색결과 57건 처리시간 0.025초

아스팔트 콘크리트 채움재로 TDF Fly Ash 적용에 따른 아스팔트 혼합물 기초 물성 평가 (Fundamental Properties of Asphalt Concrete Mixture as Using TDF Fly Ash as Mineral Filler)

  • 최민주;김혁중;김용주;이재준
    • 대한토목학회논문집
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    • 제37권2호
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    • pp.497-505
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    • 2017
  • TDF (Tire derived fuel) Fly ash는 폐타이어를 발전소의 연료원으로써 사용하고 발생된 분말형태의 산업 부산물이다. TDF Fly ash는 현재까지 국내에서 사업장 폐기물로 분류되어 적절하게 활용되지 못하고 있다. 새로운 활용 방안 모색을 위해 TDF Fly ash를 아스팔트 혼합물용 채움재(Mineral filler)로써 적용하여 사용 가능성을 알아보는 아스팔트 혼합물 기초 물성 시험을 실시하였다. TDF Fly ash는 국내 KS F 3501의 아스팔트 혼합물 채움재 기준을 만족하였으며 마샬 배합설계를 진행하여 4.5%최적아스팔트함량을 결정하였다. 채움재 함량은 3%로 결정하였으며 채움재로써 석분을 사용하여 비교 분석 하였다. 아스팔트 혼합물 기초 물성 시험은 국토교통부에서 발간한 "아스팔트 혼합물 생산 및 시공지침"에서 제시된 규정으로 평가하였다. 시험은 마샬안정도 시험, 동적수침 시험, 인장강도비 시험, 휠 트랙킹 시험을 실시하였다. 실험결과, 마샬안정도와 동적안정도는 국토교통부에서 제시된 기준에 만족하여 안정성을 확인하였고 동적수침과 인장강도비 시험은 TDF Fly ash가 석분보다 박리저항성 및 수분저항성에 효과가 있음을 확인하였다. 따라서 본 연구에서는 TDF Fly ash의 다각적 활용이 예상 되며 긍정적인 효과를 기대할 수 있을 것으로 판단된다.

고체침지렌즈 기반 근접장 표면 기록을 위한 고체침지렌즈 광학 헤드의 조립 및 평가에 대한 연구 (A Study on Assembly and Evaluation of SIL optical Head for surface Recording of SIL based NFR)

  • 민철기;김태섭;윤용중;박노철;박영필
    • 정보저장시스템학회논문집
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    • 제4권1호
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    • pp.19-22
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    • 2008
  • For the assembly and evaluation of solid immersion lens (SIL) optical head which is the key component of SIL based near field recording (NFR) technology, we modify the Twyman-Green interferometer. Super-hemisphere SIL optical head for the surface recording is assembled and evaluated by the modified Twyman-Green interferometer. In order to verify the optical performance of the assembled SIL optical head, we compare the measured results of the SIL optical head with the simulation ones. Finally, we show the feasibility of applying the assembled SIL optical head to near field recording system by the experiment of the dynamic gap control based on test bed.

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염수환경을 고려한 섬유강화 복합재의 내구성 평가 (Durability of Fiber Reinforced Composites under Salt Water Environments)

  • 윤성호;황영은
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2005년도 춘계학술대회 논문집
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    • pp.391-396
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    • 2005
  • Salt water spray test and salt water immersion test were experimentally conducted in order to investigate the durability of fiber reinforced composites under salt water environment. The specimens were made of glass fabric reinforcement and phenolic resin. Mechanical test was performed to obtain mechanical properties such as tensile properties, flexural properties, and shear properties by varying with exposure times. Also dynamic mechanical test and FTIR were conducted to investigate a change in chemical structure as well as thermal analysis properties such as storage shear modulus, loss shear moduls, and tan ${\delta}$. According to the results, salt water environment has effected on mechanical properties and thermal analysis properties and especially the durability of glass fabric/phenolic composites were severely affected on salt water immersion environment rather than salt water spray environment.

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플라즈마 잠김 이온 주입에 대한 플라즈마 덮개의 해석 (Sheath analysis for a plasma immersion ion implantation)

  • 김영권;김영삼;조대근;최은하;조광섭
    • 한국진공학회지
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    • 제7권4호
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    • pp.381-389
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    • 1998
  • 플라즈마 잠김 이온 주입에서 플라즈마 덮개의 동력학에 대한 모델로부터 시료면에 주입되는 이온 전류밀도의 시간적인 변화를 해석하였다. 시료에 주입되는 이온의 전류밀도 는 플라즈마 덮개의 형성이후 특정 시간에 최대값을 갖게되고, 점차 줄어든다. 이러한 이온 주입 전류밀도의 변화를 이온의 충돌, 시료 면의 충전시간, 그리고 시료 면에 인가되는 파형 에 대하여 나타내었다.

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강섬유보강콘크리트의 내해수성에 관한 실험적 연구 (An Experimental Study on the Seawater Resistance of Steel Fiber Reinforced Concrete)

  • 박승범;오광진;장석호;이봉춘
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 1997년도 봄 학술발표회 논문집
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    • pp.315-322
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    • 1997
  • This paper describes an experimental study on the seawater resistance of steel fiber reinforced concrete. The test method adopted for this study may be devided into long-term immersion test and accelerated test by wetting and drying. Test were carried out to evaluate the procedure in which reduction in dynamic modulus, length change and compressive strength to nine months were measured. Resistance indicators are the water - cement ratio, the content of steel fiber, the immersion water(artificial seawater or freshwater). The conditions of intervals of immersing in artificial seawater and drying, low water-cement ratio, and non-steel fiber became most deteriorated.

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TDF ash를 채움재로 사용한 아스팔트 콘크리트 물성 평가 (Evaluation of TDF ash as a Mineral Filler in Asphalt Concrete)

  • 최민주;이재준;김혁중
    • 한국도로학회논문집
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    • 제18권4호
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    • pp.29-35
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    • 2016
  • PURPOSES : The new waste management policy of South Korea encourages the recycling of waste materials. One material being recycled currently is tire-derived fuel (TDF) ash. TDF is composed of shredded scrap tires and is used as fuel in power plants and industrials plants, resulting in TDF ash, which has a chemical composition similar to that of the fly ash produced from coal. The purpose of this study was to evaluate the properties of an asphalt concrete mix that used TDF ash as the mineral filler. METHODS : The properties of the asphalt concrete were evaluated for different mineral filler types and contents using various measurement techniques. The fundamental physical properties of the asphalt concrete specimens such as their gradation and antistripping characteristics were measured in accordance with the KS F 3501 standard. The Marshall stability test was performed to measure the maximum load that could be supported by the specimens. The wheel tracking test was used to evaluate the rutting resistance. To investigate the moisture susceptibility of the specimens, dynamic immersion and tensile strength ratio (TSR) measurements were performed. RESULTS : The test results showed that the asphalt concrete containing TDF ash satisfied all the criteria listed in the Guide for Production and Construction of Asphalt Mixtures (Ministry of Land, Infrastructure and Transport, South Korea). In addition, TDF ash exhibited better performance than that of portland cement. The Marshall stability of the asphalt concrete with TDF ash was higher than 7500 N. Further, its dynamic stability was also higher than that listed in the guide. The results of the dynamic water immersion and the TSR showed that TDF ash shows better moisture resistance than does portland cement. CONCLUSIONS : TDF ash can be effectively recycled by being used as a mineral filler in asphalt, as it exhibits desirable physical properties. The optimal TDF ash content in asphalt concrete based on this study was determined to be 5%. In future works, the research team will compare the characteristics of asphalt concrete as function of the mineral filler types.

몬순기후형 중온 개질 아스팔트 혼합물의 역학적 물성 평가 연구 (Evaluation on Mechanical Properties of Polymer-Modified Warm-Mix Asphalt Mixtures for Monsoon Climate Regions)

  • 이강훈
    • 한국도로학회논문집
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    • 제19권5호
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    • pp.131-141
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    • 2017
  • PURPOSES : The main distress of asphalt pavements in monsoon climate regions are caused by water damage and plastic deformation due to repeated rain season and increased heavy vehicle traffic volume. In this study, the mechanical properties of polymer-modified warm mix asphalt (PWMA) materials are evaluated to use in monsoon climate regions such as Indonesia. METHODS : Comprehensive laboratory tests are conducted to evaluate moisture resistance and permanent deformation resistance for three different asphalt mixtures such as the Indonesian conventional hot-mix asphalt (HMA) mixture, the polymer-modified asphalt mixture, and the polymer-modified warm mix asphalt (PWMA) mixture. Dynamic immersion test and indirect tensile strength ratio test are performed to evaluate moisture resistance. The wheel tracking test is performed to evaluate rutting resistance. Additionally, the Hamburg wheel tracking test is performed to evaluate rutting and moisture resistances simultaneously. RESULTS :The dynamic immersion test results indicate that the PWMA mixture shows the highest resistance to moisture. The indirect tensile strength ratio test indicates that TSR values of PWMA mixture, Indonesian PMA mixture, and Indonesian HMA mixture show 87.2%, 84.1%, and 67.9%, respectively. The wheel tracking test results indicate that the PWMA mixture is found to be more resistant to plastic deformation than the Indonesian PMA. The dynamic stability values are 2,739 times/mm and 3,150 times/mm, respectively. Moreover, the Hamburg wheel tracking test results indicate that PWMA mixture is more resistant to plastic deformation than Indonesian PMA and HMA mixtures. CONCLUSIONS :Based on limited laboratory test results, it is concluded that rutting resistance and moisture susceptibility of the PWMA mixture is superior to Indonesian HMA and Indonesian PMA mixtures. It is postulated that PWMA mixture would be suitable for climate and traffic conditions in Indonesia.

유체-구조물 상호작용이 원자로내부구조물의 동적응답에 미치는 영향 (The Effect of Fluid-Structure Interaction on the Dynamic Response of Reactor Internals)

  • 정명조;박찬국;황원걸
    • 전산구조공학
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    • 제6권4호
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    • pp.73-82
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    • 1993
  • 원자로내부구조물은 유체속에 잠겨있기 때문에 동적해석시 이의 영향을 고려해야한다. 본 논문에서는 지진 및 배관파단에 대한 원자로내부구조물의 동적해석을 위한 비선형해석모델을 제시하였고 유체-구조물 상호작용의 효과를 고려하는 방법에 대하여 설명하였다. 실제 해석을 통하여 유체-구조물 상호작용이 원자로내부구조물의 응답에 미치는 영향을 조사한 결과 지진해석시에는 유체-구조물 상호작용을 나타내는 hydrodynamic coupling항이 첨가됨으로써 높은 응답이 나왔으나, 배관파단시에는 이와 반대의 결과가 나왔다.

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Selectivity and structural integrity of a nanofiltration membrane for treatment of liquid waste containing uranium

  • Oliveira, Elizabeth E.M.;Barbosa, Celina C.R.;Afonso, Julio C.
    • Membrane and Water Treatment
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    • 제3권4호
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    • pp.231-242
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    • 2012
  • The performance of a nanofiltration membrane for treatment of a low-level radioactive liquid waste was investigated through static and dynamic tests. The liquid waste ("carbonated water") was obtained during conversion of $UF_6$ to $UO_2$. In the static tests membrane samples were immersed in the waste for 24, 48 or 72 h. The transport properties of the samples (hydraulic permeability, permeate flow, selectivity) were evaluated before and after immersion in the waste. In the dynamic tests the waste was permeated in a permeation flow front system under 0.5 MPa, to determine the selectivity of NF membranes to uranium. The surface layer of the membrane was characterized by zeta potential, field emission microscopy, atomic force spectroscopy and infrared spectroscopy. The static test showed that the pore size distribution of the selective layer was altered, but the membrane surface charge was not significantly changed. 99% of uranium was rejected after the dynamic tests.

원자로내부구조물의 동적해석을 위한 비선형모델 (A Non-linear Model for Dynamic Analysis of Reactor Internals)

  • Myung-J.Jhun;Sang-G.Chang;Song, Heuy-G.
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 1993년도 봄 학술발표회논문집
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    • pp.165-172
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    • 1993
  • A non-linear mathematical model has been developed for the dynamic analysis of the reactor internals. The model includes a lumped mass and stiffness with non-linear members such as gap-spring. As hydrodynamic couplings have also been considered in the model, the effect of fluid/structure interaction between internals components due to their immersion in a confining fluid can be studied for the dynamic response analysis. The reactor internals responses for seismic and pipe break excitations have been calculated for the case of with-and without-hydrodynamic couplings.

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