• 제목/요약/키워드: Flexible Capacity

검색결과 317건 처리시간 0.028초

플랙서블 아연-공기전지를 위한 천연 고분자 젤 전해질의 전기화학적 거동 비교 (Comparison of Natural Polymer Based Gel Electrolytes in Flexible Zinc-Air Batteries)

  • 정병진;조용남
    • 한국재료학회지
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    • 제32권12호
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    • pp.533-537
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    • 2022
  • Flexible zinc-air batteries have many merits, including low cost, high safety, environmentally friendliness applicability, etc. One of the key factors to improve the performance of flexible zinc-air batteries is to use a gel electrolyte. In this study, gel electrolytes were synthesized from potato, sweet potato, and corn starch. In a comparison of each starch, the corn starch-based gel electrolyte showed the highest discharge capacity of 12.41 mAh/cm2 in 20 mA and 6.47 mAh/cm2 in 30 mA. It also delivered a higher specific discharge capacity of 7.06 mAh/cm2 than the other materials after 100° bending. In addition, the electrochemical impedance spectroscopy (EIS) was analyzed to calculate the ionic conductivity. The potato, sweet potato, and corn starch-based gel electrolytes showed electrolyte resistances (Re) of 0.306, 0.298, and 0.207 Ω, respectively. In addition, the corn starch-based gel electrolyte delivered the highest ionic conductivity of 0.121 S cm-1 among the other gel electrolytes. Thus, the corn starch-based gel electrolyte was verified to improve the performance of flexible zinc-air batteries.

고항복비-고강도강의 유강혼합구조 시스템 적용에 관한 실험적 연구 (An Experimental Study of Flexible-Stiff Mixed System of High Yield Ratio-High Strength Steel for the Practical Use)

  • 오상훈;김진원;문태섭
    • 한국강구조학회 논문집
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    • 제17권4호통권77호
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    • pp.395-405
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    • 2005
  • 본 논문은 고항복비-고강도강의 효율적인 이용을 위하여 유강혼합구조 시스템의 실험결과를 요약한 것이다. 최근 건축구조물에서도 대형화 및 초고층화 되어감에 따라 사용강재에 대하여 높은 성능을 요구하게 되었고, 고강도강을 사용해야 하는 경우가 늘고 있다. 하지만 고강도강은 항복비가 높고 최대 응력시 변형도가 작고 탄성계수가 연강과 같다는 단점으로 인하여 수요가 증가하고 있지 못한 실정이다. 이러한 고항복비를 가지는 고강도강의 결점을 보완하고 효과적인 사용을 위해서는 새로운 구조시스템이 필요하다. 본 연구에서는 고항복비를 가지는 고강도강을 건축구조물에 효과적으로 적용할 수 있는 방안으로 유강혼합구조 시스템을 제안하고, 고강도강이 포함된 유강혼합기둥 실험을 통하여, 고강도강을 효율적으로 사용할 수 있는 가능성을 제시하고자 하였다. 내력비와 강성비를 포함할 수 있는 강요소 (stiff element)와 유요소 (flexible element)의 항복변형비를 변수로 하여, 유강혼합구조시스템 적용시 적절한 항복변형비를 찾고자 하였다. 실험결과 제안된 유강혼합구조시스템은 연강만으로 이루어진 시스템에 비해 높은 에너지 흡수능력을 보여주었고, 강요소에 대한 유요소의 항복변형비가 2.7~3.3일 때 가장 큰 에너지 흡수능력을 갖는 것을 확인할 수 있었다.

플렉서블 Li/MnO2 일차전지의 제조공정에 따른 전기적 특성 (Electrical Characteristics According to the Manufacturing Process of the Flexible Li/MnO2 Primary Cell)

  • 이미재;채유진;김진호;황종희;박상선
    • 한국재료학회지
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    • 제22권12호
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    • pp.717-721
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    • 2012
  • Manganese dioxide ($MnO_2$) is one of the most important cathode materials used in both aqueous and non-aqueous batteries. The $MnO_2$ polymorph that is used for lithium primary batteries is synthesized either by electrolytic (EMD-$MnO_2$) or chemical methods (CMD-$MnO_2$). Commonly, electrolytic manganese dioxide (EMD) is used as a cathode mixture material for dry-cell batteries, such as a alkaline batteries, zinc-carbon batteries, rechargeable alkaline batteries, etc. The characteristics of lithium/manganese-dioxide primary cells fabricated with EMD-$MnO_2$ powders as cathode were compared as a function of the parameters of a manufacturing process. The flexible primary cells were prepared with EMD-$MnO_2$, active carbon, and poly vinylidene fluoride (PVDF) binder (10 wt.%) coated on an Al foil substrate. A cathode sheet with micro-porous showed a higher discharge capacity than a cathode sheet compacted by a press process. As the amount of EMD-$MnO_2$ increased, the electrical conductivity decreased and the electrical capacity increased. The cell subjected to heat-treatment at $200^{\circ}C$ for 1 hr showed a high discharge capacity. The flexible primary cell made using the optimum conditions showed a capacity and an average voltage of 220 mAh/g and 2.8 V, respectively, at $437.5{\mu}A$.

Inelastic behavior of systems with flexible base

  • Fernandez-Sola, Luciano R.;Huerta-E catl, Juan E.
    • Earthquakes and Structures
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    • 제14권5호
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    • pp.411-424
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    • 2018
  • This study explores the inelastic behavior of systems with flexible base. The use of a single degree of freedom system (ESDOF) with equivalent ductility to represent the response of flexible base systems is discussed. Two different equations to compute equivalent ductility are proposed, one which includes the contribution of rigid body components, and other based on the overstrength of the structure. In order to asses the accuracy of ESDOF approach with the proposed equations, the behavior of a 10-story regular building with reinforced concrete (RC) moment resisting frames is studied. Local and global ductility capacity and demands are used to study the modifications introduced by base flexibility. Three soil types are considered with shear wave velocities of 70, 100 and 250 m/s. Soil-foundation stiffness is included with a set of springs on the base (impedance functions). Capacity curves of the building are computed with pushover analysis. In addition, non linear time history analysis are used to asses the ductility demands. Results show that ductility capacity of the soil-structure system including rigid body components is reduced. Base flexibility does not modify neither yield and maximum base shear. Equivalent ductility estimated with the proposed equations is fits better the results of the numerical model than the one considering elastoplastic behavior. Modification of beams ductility demand due to base flexibility are not constant within the structure. Some elements experience reduced ductility demands while other elements experience increments when flexible base is considered. Soil structure interaction produces changes in the relation between yield strength reduction factor and structure ductility demand. These changes are dependent on the spectral shape and the period of the system with fixed and flexible base.

작업 순서와 기계 용량을 고려하는 유연조립 시스템의 독립 셀형성 (Independent Cell Formation Considering Operation Sequences and Machine Capacity in Flexible Assembly Systems)

  • 노인규;최형호
    • 산업경영시스템학회지
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    • 제19권40호
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    • pp.253-261
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    • 1996
  • In optimizing the layout design of a multi-product assembly environment, tile analysis of the material flow is a vital ingredient. In flexible assembly systems, assembly time is usually very short thus the transfer time is relatively more important Therefore operations sequence must be so determined, that have no backtracking operations as possible as, It is important to form cells, so that they have no intercell movement in curring much processing delay, and to arrange machines as possible as densly. This study presents a independent cell formation method considering operation sequences and machine capacity in flexible assembly systems.

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가동 자석형 광 픽업 엑추에이터 개발 (Design of Moving Magnet Type Optical Pickup Actuator)

  • 김상룡;김윤기;송명규;우정현;박노철;유정훈;박영필
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2007년도 춘계학술대회논문집
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    • pp.848-851
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    • 2007
  • Recently, as the demand of the information storage devices with large storage capacity such as BD(Blu-ray Disk) and HDTV(high-definition television) is increased, the optical storage devices are also required to have fast data transfer rate and large storage capacity. To satisfy these requirements, the actuator for optical disk drive should have high flexible mode frequencies for system stability. In this paper, we suggested a moving magnet type actuator having high flexible mode frequency. However, the moving magnet type actuator does not have sufficient driving sensitivities due to the weight of its moving part. To improve driving sensitivities, we designed the model with the closed electromagnetic circuit for tracking direction. In addition, driving sensitivities and flexible mode frequencies were improved by using DOE(Design of Experiments) for magnetic circuit and modifying the lens holder. Consequently, it is confirmed that the designed model is satisfied with the desired specifications.

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유한요소해석을 이용한 디스크 커플링의 토크전달 능력에 대한 연구 (A Study on the Torque Transmitting Capability of a Disk Coupling by Finite Element Analysis)

  • 서원상;김성묵;김종봉
    • 한국정밀공학회지
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    • 제30권11호
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    • pp.1171-1177
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    • 2013
  • In this study, the torque transmitting capability of a flexible disk coupling was investigated. Flexible disc coupling is used to transmit power between two axes, and there exist mis-alignments such as angle of deviation and end play between two shafts. A disk is an important part in the flexible disk coupling because the disk has to transmit power between two mis-aligned shafts. To investigate the effect of mis-alignment on load carrying capacity, finite element analyses were carried out. Analyses were carried out for two types of disk; i.e., circular and square disks. The rotational and bending stiffness of disk plates was predicted to investigate the effect of mis-alignment on stress. As a result, it was shown that the mis-alignment can cause severe decrease in load-carrying capacity. And, the square disk showed better performance than the circular disk.

고속회전 유연디스크의 거동해석과 경험식 (Behavior Analysis and Empirical Relation for a Flexible Disk with High Speed Rotation)

  • 이호렬;임윤철
    • 정보저장시스템학회논문집
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    • 제2권4호
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    • pp.245-250
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    • 2006
  • Organizations such as broadcasting stations and libraries which deal with huge amount of information require high-capacity storage systems for archiving their materials and information. It is necessary and urgent for the storage people to develop a compact, high capacity, and low-cost data storage systems. Even though the Blue-ray technology is commercialized and now it is on the market, demand for the compact and low-cost system is still increasing. A flexible disk system has been introduced recently to satisfy above mentioned requirements. The system uses multiple of thin disks and is expected to achieve technical requirements. However, decreasing the disk thickness makes it difficult to read and write data because it decreases the disk rigidity so that the transverse vibration of the rotating disk increases easily due to both the interaction with surrounding air and the vibration characteristics of thin flexible disk itself. In this study, flat-type stabilizer is proposed to suppress the transverse vibration of a $95{\mu}m$-thick polycarbonate disk. Characteristics of disk vibration have been studied through the results of numerical analysis from the fluid mechanics point of view. Numerical simulation is verified through the experiment by measuring the gap between the rotating disk and the stationary flat stabilizer. The axial deflections of the disk are computed for various rotating speeds and reference gap sizes and then a method of regression is applied to those data. As a result, an empirical relation is proposed for the steady deformation shape of the rotating disk.

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A novel free-standing anode of CuO nanorods in carbon nanotube webs for flexible lithium ion batteries

  • Lee, Sehyun;Song, Hyeonjun;Hwang, Jun Yeon;Kim, Seung Min;Jeong, Youngjin
    • Carbon letters
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    • 제27권
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    • pp.98-107
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    • 2018
  • Free-standing electrodes of CuO nanorods in carbon nanotubes (CNTs) are developed by synthesizing porous CuO nanorods throughout CNT webs. The electrochemical performance of the free-standing electrodes is evaluated for their use in flexible lithium ion batteries (LIBs). The electrodes comprising CuO@CNT nanocomposites (NCs) were characterized by charge-discharge testing, cyclic voltammetry, and impedance measurement. These structures are capable of accommodating a high number of lithium ions as well as increasing stability; thus, an increase of capacity in long-term cycling and a good rate capability is achieved. We demonstrate a simple process of fabricating free-standing electrodes of CuO@CNT NCs that can be utilized in flexible LIBs with high performance in terms of capacity and cycling stability.

격자지보재(Lattice Girder)의 실내성능평가기법 개발 (Development of a laboratory testing method for evaluating the loading capability of lattice girder)

  • 김동규;배규진
    • 한국터널지하공간학회 논문집
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    • 제10권4호
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    • pp.371-382
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    • 2008
  • 본 연구의 목적은 국내터널현장에서 강지보재로 주로 사용되어지고 격자지보재(Lattice Gilder)의 공학적인 성능을 보다 객관적으로 판단하기 위한 실내성능평가기법의 제안에 있다. 본 연구를 위하여 국내에서 격자지보재로 주로 사용되는 $LG-50{\times}20{\times}30$, $LG-70{\times}20{\times}30$, 및 $LG-95{\times}22{\times}32$를 사용하여 3-point 휨강도 실험 및 4-point 휨강도 실험을 수행하였다. 또한, 하중재하위치에 따른 격자지보재의 하중-변위거동을 분석하기 위하여 각각의 실험방법에서 두 가지 하중재하방식을 사용하여 실험을 수행하였다. 각 부재에 스트레인 게이지를 부착하여 각각의 실험방법에 따라 각 부재에 작용하는 하중분포를 분석하였다. 3-point 휨강도 실험에 적용한 두 가지 하중재하방식으로 측정된 평균 최대하중은 $10%{\sim}33%$까지 차이가 나타났으며, 4-point 휨강도 실험에 적용한 두 가지 하중재하방식에 의해 측정된 평균 최대하중은 거의 차이가 없었다. 4-point 휨강도 실험의 평균 최대하중은 3-point 휨강도 실험보다 $13.56%{\sim}31.55%$와 정도 크게 나타났다. 3-point 휨강도 실험은 주강봉에 주로 하중이 집중되는 반면 4-point 휨강도 실험은 각 부재로 비교적 골고루 하중이 작용하는 것으로 나타났다.

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