• 제목/요약/키워드: Capacity increase method

검색결과 1,111건 처리시간 0.027초

Ti-Zr계 금속수소화물 및 수소저장실린더의 성능특성 연구 (A Study on Performance Characteristics of Ti-Zr Type Metal Hydrides and Hydrogen Storage Cylinders with the Hydrides)

  • 김기열
    • 한국군사과학기술학회지
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    • 제15권4호
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    • pp.519-526
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    • 2012
  • Recently fuel cell is considered to be a new technology that can substitute the ICE(Internal Combustion Engine) as well as overcome environmental issues. In military applications, fuel cell has an unique advantages, which are quietness, namely, stealth. The environmental requirement such as shock and vibration in military application, however, is very severe comparing to civilian demand. Especially, the safety concerning hydrogen storage is the most important problem. Among the candidate methods to store hydrogen, the metal hydride storage is promising method owing to the storage mechanism of chemical absorption of hydrogen to metal hydrides. In this study, the new composition of Ti-Zr type metal hydride(A composition) was suggested and investigated to increase the hydrogen storage capacity. For comparison, the hydrogen charge-discharge properties were investigated with the commercialized Ti-Zr type metal hydride(B composition) using PCT(Pressure-Composition-Temperature) measurement. Also two hydrogen storage cylinders were loaded with each metal hydride and their hydrogen charging and discharging characteristics were investigated. As a result, it was found that the new Ti-Zr type metal hydride has a slightly higher hydrogen storage capacity compared to commercial Ti-Zr type metal hydride.

제산제와 항궤양제 복합제제의 In Vitro 및 In Vivo 제산력 평가 (In Vitro and In Vivo Evaluation of the Combined Products of Antacid and Anti-ulcer Drug)

  • 김종국;안혜진;정은주;오경희;나운용
    • Journal of Pharmaceutical Investigation
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    • 제23권4호
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    • pp.217-223
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    • 1993
  • The combined products of antacid and anti-ulcer agent were prepared with antacid composed of aluminium hydroxide dried gel, magnesium hydroxide and simethicone with a ratio of 1:1:0.1 (M) and anti-ulcer agent, aceglutamide aluminium (AGA). The efficacy of antacid was evaluated in vitro with Fuchs, Johnson-Duncan and Rosset-Rice methods and in vivo using an aspiration method in rat. The addition of anti-ulcer agent did not affect the neutralizing capacity of M significantly. The combined products with the M/AGA ratios of 2.3:1 and 3.4:1 produced the maximum pH of $4.0{\sim}5.8$ and the duration time of $64{\sim}137$ min in vitro test. The in vivo neutralizing test in rats showed the rapid increase of gastric pH up to 3.5 within 30 min and the gastric pH of $4{\sim}6$ was kept for 5 hr.

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아크 소호용 세라믹 분말을 이용한 높은 차단용량 및 고내구성을 갖는 초소형 퓨즈 설계 (Design of a Miniature Fuse with High Breaking Capacity and Load Life Using a Ceramic Powder of Extinguishing an Electric Arc)

  • 강창룡;진상준;이예지;윤재서;노성여
    • 한국전기전자재료학회논문지
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    • 제32권4호
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    • pp.327-332
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    • 2019
  • Recently, inverter control systems have attracted immense attention to increase the energy efficiency. However, such systems use repeated on/off high currents for linear operation control, instead of the prevalent step variable current control method. Hence, there arise concerns of personal and property damage, especially due to the durability, explosive characteristics, and operating speed of the fuse, which is responsible for safety and is one of the internal components using current control. Therefore, in this paper, we propose an IEC60127-4 SMD sub-miniature fuse, consisting of Ag-Cu alloys and ceramic powder for arc soothing. The IEC60127-4 SMD sub-miniature fuse has high durability and cut-off capacity, and operates safely in dangerous circumstances caused by the inverter control system.

An experimental investigation of the flexural strengthening of preloaded self-compacted RC beams using CFRP sheets and laminates composites

  • Lattif, Youssef;Hamdy, Osman
    • Advances in concrete construction
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    • 제13권4호
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    • pp.307-313
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    • 2022
  • This paper performs an experimental study on the flexural behavior of preloaded reinforced self-compacted concrete beams strengthened with carbon fiber reinforced polymers CFRP. A group of six preloaded strengthened beams was investigated along with one unstrengthened beam used as a reference beam RB. All beams have the same dimensions and reinforcement details: three beams are strengthened with CFRP laminates against flexural failure and three beams are strengthened with CFRP sheets. For simulating actual conditions, the beams are loaded before strengthening. Then, after strengthening, the beams are tested for flexural strength using 4-point loads where cracked and ultimate load and failure mode, along with load-deflection relation are recorded. To study the different configurations of strengthening, one layer, two layers, and U-wrap formation of laminates and sheets are considered. The results show that strengthing the RC beams using CFRP is an effective method to increase the beam's capacity by 47% up to 153% where deflection is reduced by 5%-80%. So, the beams strengthened with CFRP laminates have higher load capacity and lower ductility in comparison with the beams strengthened with CFRP sheets.

팽이기초의 형상에 따른 특성 분석 (A Study on the Characteristic of Floating Base Plate due to Plate Shape)

  • 이송;정대열;정효권;이무철
    • 한국지반공학회논문집
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    • 제24권2호
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    • pp.15-25
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    • 2008
  • 압축성이 크고 지지력이 작은 연약지반에 구조물 축조 시 침하저감 및 지지력의 향상을 위한 다양한 공법이 필요하며 이러한 목적으로 팽이기초가 개발되어 사용되어왔다. 본 논문에서는 기존의 구형팽이기초에 형상의 변화를 준 다양한 팽이기초에 대한 수치해석을 실시하여 하중-침하 특성을 파악한 후 침하량 저감 효과가 입증된 부양팽이기초에 대하여 평판재하시험 및 수치해석을 실시하였다. 연구결과, 부양팽이기초는 연약지반의 침하 저감 및 지지력 향상에 효과를 발휘하는 것으로 나타났다.

Numerical investigation of glass windows under near-field blast

  • Chiara Bedon;Damijan Markovic;Vasilis Karlos;Martin Larcher
    • Coupled systems mechanics
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    • 제12권2호
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    • pp.167-181
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    • 2023
  • The determination of the blast protection level and the corresponding minimum load-bearing capacity for a laminated glass (LG) window is of crucial importance for safety and security design purposes. In this paper, the focus is given to the window response under near-field blast loading, i.e., where relatively small explosives would be activated close to the target, representative of attack scenarios using small commercial drones. In general, the assessment of the load-bearing capacity of a window is based on complex and expensive experiments, which can be conducted for a small number of configurations. On the other hand, nowadays, validated numerical simulations tools based on the Finite Element Method (FEM) are available to partially substitute the physical tests for the assessment of the performance of various LG systems, especially for the far-field blast loading. However, very little literature is available on the LG window performance under near-field blast loads, which differs from far-field situations in two points: i) the duration of the load is very short, since the blast wavelength tends to increase with the distance and ii) the load distribution is not uniform over the window surface, as opposed to the almost plane wave configuration for far-field configurations. Therefore, the current study focuses on the performance assessment and structural behaviour of LG windows under near-field blasts. Typical behavioural trends are investigated, by taking into account possible relevant damage mechanisms in the LG window components, while size effects for target LG windows are also addressed under a multitude of blast loading configurations.

Shear behavior of the hollow-core partially-encased composite beams

  • Ye, Yanxia;Yao, Yifan;Zhang, Wei;Gao, Yue
    • Steel and Composite Structures
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    • 제44권6호
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    • pp.883-898
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    • 2022
  • A hollow-core partially-encased composite beam, named HPEC beam, is investigated in this paper. HPEC beam comprises I-beam, longitudinal reinforcement, stirrup, foam formwork, and cementitious grout. The foam formwork is located on both sides of the web, and cementitious grout is cast within the steel flange. To investigate the shear performance of HPEC beams, static loading tests of six HPEC beams and three control beams were conducted. The shear span ratio and the number of studs on the shear behavior of the HPECspecimens were studied. The failure mechanism was studied by analyzing the curves of shear force versus both deflection and strain. Based on the shear span ratio (𝜆), two typical shear failure modes were observed: shear compression failure when 1.6 ≤ 𝜆 ≤ 2; and diagonal compression failure when 𝜆 ≤ 1.15. Shear studs welded on the flange can significantly increase the shear capacity and integrity of HPEC beams. Flange welded shear studs are suggested. Based on the deformation coordination theory and superposition method, combined with the simplified modified compression field model and the Truss-arch model, Modified Deformation Coordination Truss-arch (M.D.C.T.) model was proposed. Compared with the shear capacity from YB9038-2006 and JGJ138-2016, the calculation results from M.D.C.T. model could provide reasonable predictions.

시스템 성능 향상을 위한 하이브리드 기법을 적용한 플로킹 시스템 설계 및 구현 (Design and Implementation of Flocking System for Increasing System Capacity with Hybrid Technique)

  • 류남훈;반경진;오경숙;송승헌;김응곤
    • 한국콘텐츠학회논문지
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    • 제8권7호
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    • pp.26-34
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    • 2008
  • 컴퓨터 애니메이션 기법이 적용된 영화나 온라인 게임 등의 보급으로 인해 다수의 캐릭터들이 등장하는 장면을 쉽게 접할 수 있다. 대규모 군중 애니메이션의 경우 장면의 사실성을 높이다 보면 시스템의 성능이 저하되고, 시스템의 성능을 높이다 보면 장면의 사실성이 떨어지게 된다. 본 논문에서는 해저 환경을 배경으로 한 대규모 군중 애니메이션을 구현함에 있어서 어류의 행동 유형에 영향을 미치는 요소에 대해 분석하여 적용하였으며, 군중의 개념을 이용하여 집단이나 개별 객체 각각에 대해 행동 유형을 제어할 수 있도록 하였으며, 애니메이션을 위한 계산 방법으로 실시간 계산법과 혼합 계산 방법인 하이브리드 계산법을 비교 분석함으로써 시스템의 성능을 높이면서도 자연스러운 장면의 표현 방법을 찾고자 한다.

Strengthening of non-seismically designed beam-column joints by ferrocement jackets with chamfers

  • Li, Bo;Lam, Eddie Siu-Shu;Cheng, Yuk-Kit;Wu, Bo;Wang, Ya-Yong
    • Earthquakes and Structures
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    • 제8권5호
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    • pp.1017-1038
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    • 2015
  • This paper presents a strengthening method that involves the use of ferrocement jackets and chamfers to relocate plastic hinge for non-seismically designed reinforced concrete exterior beam-column joints. An experimental study was conducted to assess the effectiveness of the proposed strengthening method. Four half-scale beam-column joints, including one control specimen and three strengthened specimens, were prepared and tested under quasi-static cyclic loading. Strengthening schemes include ferrocement jackets with or without skeleton reinforcements and one or two chamfers. Experimental results have indicated that the proposed strengthening method is effective to move plastic hinge from the joint to the beam and enhance seismic performance of beam-column joints. Shear stress and distortion within the joint region are also reduced significantly in strengthened specimens. Skeleton reinforcements in ferrocement provide limited improvement, except on crack control. Specimen strengthened by ferrocement jackets with one chamfer exhibits slight decrease in peak strength and energy dissipation but with increase in ductility as compared with that of two chamfers. Finally, a method for estimating moment capacity at beam-column interface for strengthened specimen is developed. The proposed method gives reasonable prediction and can ensure formation of plastic hinge at predetermined location in the beam.

BFS 알고리즘을 적용한 독립형 가로등 LED 사용시간 연장 알고리즘 연구 (A study on the algorithm for extending the usage time of a stand-alone street light LED using the BFS algorithm)

  • 김재진
    • 디지털산업정보학회논문지
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    • 제17권1호
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    • pp.1-6
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    • 2021
  • In this paper, to expand the use of standalone street lights, an algorithm for controlling LED energy consumption was proposed. The proposed method uses an LED module of a standalone street light divided into n zones. This is a method of reducing total power consumption by preventing the increase in power consumption due to high heat generation by weakly operating the entire LED according to the illuminance. When the amount of sunlight decreases, the whole LED operates weakly and then brightens, and unlike streetlight that act as streetlight, a method of dividing LEDs by area and limiting the number of LEDs operating according to illumination intensity was proposed. This is a way to use a lot of time with limited battery capacity by reducing the generation of heat that consumes the most power in streetlight. It is also a method of continuously changing the initial usage area to improve the total usage time of the LED substrate. As a result of the experiment, it was found that the proposed method extends the service time because it generates less heat than the conventional stand-alone streetlight.