• 제목/요약/키워드: increase ratio

검색결과 10,258건 처리시간 0.036초

$Ar/O_2$비에 따른 $Sr_{0.7}Bi_{2.3}Nb_2O_9$ 박막의 구조 및 영향 (Structure and Influence of $Sr_{0.7}Bi_{2.3}Nb_2O_9$ Thin Film with $Ar/O_2$ Ratio)

  • 김진사;최운식
    • 반도체디스플레이기술학회지
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    • 제8권2호
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    • pp.11-14
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    • 2009
  • The $Sr_{0.7}Bi_{2.3}Nb_2O_9$(SBN) thin films are deposited on Pt-coated electrode(Pt/Ti/$SiO_2$/Si) using RF sputtering method at various $Ar/O_2$ ratio. We investigated the effect of deposition condition(specially $Ar/O_2$ ratio) on the structural properties of SBN thin film. As $Ar/O_2$ ratio was increased, the peaks in the XRD pattern became more sharp. Also, the peaks(008)(115)(220) in 80/20 of $Ar/O_2$ ratio were suddenly appeared. The optimum of the rougness showed about 4.33 nm in 70/30 of $Ar/O_2$ ratio. The crystallinity of SBN thin films were increased with the increase of $Ar/O_2$ ratio. Also, Deposition rate of SBN thin films was about 4.17 nm/min in 70/30 of $Ar/O_2$ ratio. The capacitance of SBN thin films were increased with the increase of $Ar/O_2$ ratio.

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열간 비대칭 압연한 AA1050 Al 판재의 집합조직과 소성변형비 변화 (Texture and Plastic Strain Ratio Changes of Hot Asymmetrically Rolled AA1050 Al Sheet)

  • 보보무로드 함라쿠로프;이철우;김인수
    • 소성∙가공
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    • 제28권5호
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    • pp.287-293
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    • 2019
  • The plastic strain ratio is one of the factors of the deep drawability of metal sheets. The plastic strain ratio of Al sheet is low value. Therefore, it is necessary to increase the plastic strain ratio in order to improve the deep drawability of the Al sheet. This study investigated the increase in the plastic strain ratio and the texture change of AA1050 Al sheet after the hot asymmetric rolling. The average plastic strain ratio of initial AA1050 Al sheets was 0.41. After 84% hot asymmetric rolling at $400^{\circ}C$, the average plastic strain ratio was 0.77. The average plastic strain ratio of 84% hot asymmetrically rolled AA1050 Al sheet at $400^{\circ}C$ is 1.9 times higher than that of initial AA1050 Al sheet. The ${\mid}{\Delta}R{\mid}$ of 84% hot asymmetrically rolled AA1050 Al sheet at $400^{\circ}C$ is 1/2 times lower than that of initial AA1050 Al sheet. This result is due to the development of the intensity of the ${\gamma}-fiber$ texture and the decrease of the intensity of {001}<100> texture after the hot asymmetric rolling of AA1050 Al sheet.

열간 비대칭 압연한 AA3003 판재의 집합조직과 소성변형비 변화 (Texture and Plastic Strain Ratio Changes of Hot Asymmetrically Rolled AA3003 Sheet)

  • 보보무로드 함라쿠로프;이철우;김인수
    • 소성∙가공
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    • 제28권5호
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    • pp.281-286
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    • 2019
  • The plastic strain ratio is one of the factors of the deep drawability of metal sheets. The plastic strain ratio of Al sheet is low value. Therefore, it is necessary to increase the plastic strain ratio in order to improve the deep draw ability of the Al sheet. This study investigated the increase of the plastic strain ratio and the texture change of AA3003 sheet after the hot asymmetric rolling. The average plastic strain ratio of the initial AA3003 sheets was 0.69. After 83% hot asymmetric rolling at $200^{\circ}C$, the average plastic strain ratio was 0.83. The average plastic strain ratio of the 83% hot asymmetrically rolled AA3003 sheet at $200^{\circ}C$ is 1.2 times higher than that of the initial AA3003 sheet. The ${\mid}{\Delta}R{\mid}$ of 83% hot asymmetrically rolled AA3003 sheet at $200^{\circ}C$ is 0.83 times lower than that of the initial AA3003 sheet. This result is due to the development of the intensity of ${\gamma}-fiber$ texture and reduces the intensity of {001}<110> and {001}<100> textures after hot asymmetric rolling of AA3003 sheet.

Seismic responses of structure isolated by FPB subject to pounding between the sliding interfaces considering soil-structure interaction

  • Yingna Li;Jingcai Zhang
    • Earthquakes and Structures
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    • 제26권6호
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    • pp.463-475
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    • 2024
  • The study aims to investigate the pounding that occurs between the isolator's ring and slider of isolated structures resulting from excessive seismic excitation, while considering soil-structure interaction. The dynamic responses and poundings of structures subjected a series seismic records were comparatively analyzed for three different soil types and fixed-base structures. A series of parametric studies were conducted to thoroughly discuss the effects of the impact displacement ratio, the FPB friction coefficient ratio, and the radius ratio on the structural dynamic response when considering impact and SSI. It was found that the pounding is extremely brief, with an exceptionally large pounding force generated by impact, resulting in significant acceleration pulse. The acceleration and inter-story shear force of the structure experiencing pounding were greater than those without considering pounding. Sudden changes in the inter-story shear force between the first and second floors of the structure were also observed. The dynamic response of structures in soft ground was significantly lower than that of structures in other ground conditions under the same conditions, regardless of the earthquake wave exciting the structure. When the structure is influenced by pulse-type earthquake records, its dynamic response exhibits a trend of first intensifying and then weakening as the equivalent radius ratio and friction coefficient ratio increase. However, it increases with an increase in the pounding displacement ratio, equivalent radius ratio, friction coefficient ratio, and displacement ratio when the structures are subjected to non-pulse-type seismic record.

물시멘트비에 따른 바텀애시를 사용한 콘크리트의 특성에 관한 실험적 연구 (An Experimental Study on the Properties of Concrete using Bottom Ash according to Water-Cement Ratio)

  • 이종호;김재환;김용로;강석표;최세진;김무한
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2002년도 학술논문발표회
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    • pp.57-60
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    • 2002
  • Recently, the coal ash production has been increased by increase of consumption of electric power. So it is important to find a reclaimed place and treatment utility for treating coal ash. Accordingly, in this study we performed an experimental study to compare and analyze the Properties of concrete according to W/C and bottom ash replacement ratio. As a result of this study, it was found that the bleeding content was decreased according to decrease of W/C and increase of bottom ash replacement ratio, and the compressive strength of concrete using bottom ash was similar to plain concrete(replacement ratio 0%).

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물시멘트비 및 Bottom Ash 대체율에 따른 콘크리트의 특성에 관한 실험적 연구 (An Experimental Study on the Properties of Concrete according to Water-Cement Ratio and Bottom Ash Replacement Ratio)

  • 이종호;조봉석;이태희;김용로;최세진;김무한
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2002년도 봄 학술발표회 논문집
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    • pp.699-704
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    • 2002
  • Recently, the coal ash production has been increased by increase of consumption of electric power. So it is important to find a reclaimed place and treatment utility for treating coal ash. Accordingly, in this study we performed an experimental study to compare and analyze the properties of concrete according to W/C and bottom ash replacement ratio. As a result of this study, it was found that the bleeding content was decreased according to decrease of W/C and increase of bottom ash replacement ratio, and the compressive strength of concrete using bottom ash was similar to plain concrete(replacement ratio 0%).

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Park's 벡터 패턴의 왜곡률을 이용한 고정자 권선 고장 자동진단 (Auto-Diagnosis for Stator Winding Faults Using Distortion Ratio of Park's Vector Pattern)

  • 송명현;박규남;한동기;양철오
    • 전기학회논문지P
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    • 제57권2호
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    • pp.160-163
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    • 2008
  • In this paper, an auto-diagnosis method of the stator winding fault for small induction motor is suggested. 3-phase stator currents are sampled, filtered, and transformed with Park's vector transformation. After then Park's vector patterns are obtained. To detect the stator winding fault automatically, a distortion ratio is newly defined and compared with the one of healthy motor, and the threshold levels of distortion ratio are suggested. The 2-turn, 4-turn, 8-turn winding fault are tested with no load, 25%, 50%, 75%, and 100% rated load. The distortion ratio of the Park's vector patterns are increased as the increase of the faulted turns, but are same as the increase of the load.

Dynamic results of GNPRC sandwich shells

  • E. Mohammad-Rezaei Bidgoli;M. Arefi
    • Steel and Composite Structures
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    • 제48권3호
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    • pp.263-273
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    • 2023
  • This paper investigates dynamic characteristics of a graphene nanoplatelets reinforced composite (GNPRC) sandwich doubly curved shell based on the first-order shear deformation theory (FSDT) and Hamilton's principle. The sandwich doubly curved shell is fabricated from a core made of honeycomb materials sandwiched by composite GNPs reinforced face-sheets. Effective materials properties of composite face-sheets are assumed to vary based on Halpin-Tsai micromechanical models and rule of mixture. Furthermore, the material properties of honeycomb core are estimated using Gibson's formula. The fundamental frequencies of the shell are computed with changes of main geometrical and material properties such as amount and distribution type of graphene nanoplatelets, side length ratio, thickness to length ratio of and side length ratio of honeycomb. The Navier's technique is presented to obtain responses. Accuracy and trueness of the present model and analytical solution is confirmed through comparison of the results with available results in literature. It is concluded that an increase in thickness to length ratio yields a softer core with lower natural frequencies. Furthermore, increase in height to length ratio leads to significant decrease in natural frequencies.

실내모형실험에 의한 핵석 풍화대 지반 특성 산정 (Characterization of Weathered Zone bearing Corestones through Scale Model Test)

  • 우익
    • 지질공학
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    • 제17권3호
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    • pp.435-443
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    • 2007
  • 본 연구에서는 풍화대에 분포하고 있는 핵석지반에 대한 지질공학적 조사와 실내모형실험을 통하여 핵석지반의 공학적 물성을 산정하였다. 핵석이 노출된 세 곳의 산사면에 대한 조사창 조사와 시추공 코어 관찰로 핵석의 분포도와 기하학적 모양을 분석하였다. 현장 핵석분포 및 크기에 대한 조사 자료와 모형실험용 공시체 시편의 크기를 바탕으로 산정된 축소율을 고려하여 5mm이하-평균 2mm의 분쇄-연마된 핵석시료를 실내핵석 실험용으로 사용하였다. 핵석 체적함유비를 0%, 10%, 20%로 달리하면서 토양 직접전단시험 및 석고모형실험을 실시하였고, 이를 통하여 핵석지반의 특성을 구하고자 하였다. 핵석함유 토양의 직접전단실험에서는 핵석 함유량의 증가로 인하여 전단강도가 증가하는 경향을 보여주었다. 핵석함유비가 20%일 경우는 핵석 입자의 맞물림에 의한 점착력의 증가가 마찰각의 변화보다 더욱 전단강도의 상승을 유발시키는 요소로 작용하였다. 핵석 함유비를 달리한 석고모형실험에서는 핵석이 많아질수록 모형시료의 강도 및 탄성계수가 증가하는 경향을 보여주었다. 석고모형실험에서 얻어진 핵석 함유량에 따른 모형의 물성변화률을 현장에서 측정한 풍화대의 물성과 비교하여, 현장에서 핵석함유에 따른 물성을 예측한 결과, 핵석 함유가 0%에서 10%로 증가하면 15%의 일축압축강도 증가를, 핵석 함유가 20%로 증가되면 30%의 일축압축강도 증가를 유발하는 것으로 예측이 되었다.

초음파 가진시 압력변동이 열전달 향상에 미치는 영향 (Effect of Pressure Variations on Augmentation of Heat Transfer by Ultrasonic Vibrations)

  • 양호동;오율권
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2004년도 추계학술대회
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    • pp.1069-1074
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    • 2004
  • This study investigated the effect of pressure variations on augmentation of heat transfer when the ultrasonic waves were applied. The augmentation ratio of heat transfer was experimentally investigated and was compared with the profiles of pressure distributions calculated applying a coupled finite element-boundary element method (coupled FE-BEM). As the ultrasonic intensities increase from 70W to 340W, the velocity of the liquid paraffin is found to increase as well as kinetic energy, This physical behavior known as quasi-Eckart streaming results from acoustic pressure variations in the liquid. Especially, the higher acoustic pressure distribution near two ultrasonic transducers develops more intensive flow (quasi-Eckart streaming), destroying the flow instability. Also, the profile of acoustic pressure variation is consistent with that of augmentation of heat transfer. This mechanism is believed to increase the ratio of hear transfer coefficient.

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