• 제목/요약/키워드: Push-in-load installation

검색결과 7건 처리시간 0.019초

ZVS 커패시터를 공진요소로 이용한 Push Pull형 고주파 DC-DC 컨버터의 특성해석 (A Characteristics Analysis of Push Pull type High Frequency DC-DC Converter using Resonant Element with ZVS Capacitor)

  • 안항목;남승식;김동희;노채균;이달해
    • 조명전기설비학회논문지
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    • 제14권4호
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    • pp.65-72
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    • 2000
  • 본 논문은 스위칭 소자의 턴.온과 턴.오프시에 발생하는 스위칭 손실을 저감사키기 위해서 ZVS을 이용한 Push Pull형 고주파 DC-DC 컨버터를 제안하고 있다. 직류전원으로 부터 리플이 적은 정전류를 공급하기 위혜 직류리액터가 공진리액터와 접속되어 있어서 부하단락시도 안정된 동작을 할 수 있다는 잇점이 있다. 스위치 양단에 연결된 커패시터$(C_1, C_2)$는 공진요 커패시터와 ZVS용 커패시터로 동시에 사용된다. 제안한 고주파 공전 DC-DC 컨버터의 해석시 정규화 파라미터를 도입하여 범용성 있게 해석 하였으며, 설계시 기초자료가 되는 특성 평가를 하고 있다. 실제 MOSFET를 사용한 실험장치를 제작하여 설함치와 이론치를 비교.검토하여, 이론해석의 정당성을 입증하고 있다.

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모형실험을 통한 모래지반에서 석션버켓기초의 관입저항력 평가 (Investigation on the Penetration Resistance of Suction Bucket Foundation in Sand using Model Test)

  • 김근수;권오순;오명학;장인성
    • 한국지반환경공학회 논문집
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    • 제15권6호
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    • pp.75-83
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    • 2014
  • 석션버켓기초는 펌프로 버켓 내부의 물을 외부로 배출할 때 발생한 압력차로 지반에 설치되는 기초이다. 버켓기초는 외해의 플랫폼이나 석유 가스 시추시설을 계류시키기 위한 앵커로 주로 사용되었으나, 최근 유럽을 중심으로 해상풍력발전의 기초로 적용되기 시작하면서 국내에서도 큰 관심을 받고 있다. 석션버켓기초의 관입저항력 산정은 석션버켓기초를 성공적으로 시공하기위해 고려해야 할 주요 사항 중의 하나이다. 본 연구는 석션버켓기초를 관입시킬 때 필요한 관입력을 평가하기 위해 실내모형실험을 수행하였다. 실내모형실험은 압입설치 및 석션설치에서 측정한 관입저항력을 관입성능평가에서 많이 사용되는 기존의 이론식과 비교하여 강도감소계수의 적절한 범위를 검토하였다.

Current-fed Push-Pull type high frequency resonant inverter for wax-sealing

  • Won, Jae-Sun;Kim, Dong-Hee;Ro, Chae-Cyun;Kim, Min-Huei
    • 한국조명전기설비학회:학술대회논문집
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    • 한국조명전기설비학회 2000년도 학술대회논문집
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    • pp.225-230
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    • 2000
  • This paper describes a double-ended current fed push-pull type high frequency resonant inverter used as the power supply for wax-sealing. The proposed inverter can realize ZVS operation by using resonant capacitor to ZVS capacitor and has some merits not only reduction of switch current distribution but also extension of load range compare to the conventional single-ended current fed push-pull type high frequency resonant inverter. This analysis of proposed circuit uses normalized parameter ad characteristic estimation which is needed in each step before design is generally described according to normalized frequency($\mu$), normalized resistance(λ) and parameters. It is also presented as an example of method of the circuit design based on estimation analysis values from theoretical analysis. The theoretical analysis is proved through experiment and this circuit shows that it can be used practically as the power supply system for wax-sealing and DC-DC converter.

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Push-out tests on demountable high-strength friction-grip bolt shear connectors in steel-precast UHPC composite beams for accelerated bridge construction

  • Haibo, Jiang;Haozhen, Fang;Jinpeng, Wu;Zhuangcheng, Fang;Shu, Fang;Gongfa, Chen
    • Steel and Composite Structures
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    • 제45권6호
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    • pp.797-818
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    • 2022
  • Steel-precast ultra-high-performance concrete (UHPC) composite beams with demountable high-strength friction-grip bolt (HSFGB) shear connectors can be used for accelerated bridge construction (ABC) and achieve excellent structural performance, which is expected to be dismantled and recycled at the end of the service life. However, no investigation focuses on the demountability and reusability of such composite beams, as well as the installation difficulties during construction. To address this issue, this study conducted twelve push-out tests to investigate the effects of assembly condition, bolt grade, bolt-hole clearance, infilling grout and pretension on the crack pattern, failure mode, load-slip/uplift relationship, and the structural performance in terms of ultimate shear strength, friction resistance, shear stiffness and slip capacity. The experimental results demonstrated that the presented composite beams exhibited favorable demountability and reusability, in which no significant reduction in strength (less than 3%) and stiffness (less than 5%), but a slight improvement in ductility was observed for the reassembled specimens. Employing oversized preformed holes could ease the fabrication and installation process, yet led to a considerable degradation in both strength and stiffness. With filling the oversized holes with grout, an effective enhancement of the strength and stiffness can be achieved, while causing a difficulty in the demounting of shear connectors. On the basis of the experimental results, more accurate formulations, which considered the effect of bolt-hole clearance, were proposed to predict the shear strength as well as the load-slip relationship of HSFGBs in steel-precast UHPC composite beams.

Shear resistance behaviors of a newly puzzle shape of crestbond rib shear connector: An experimental study

  • Chu, Thi Hai Vinh;Bui, Duc Vinh;Le, Van Phuoc Nhan;Kim, In-Tae;Ahn, Jin-Hee;Dao, Duy Kien
    • Steel and Composite Structures
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    • 제21권5호
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    • pp.1157-1182
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    • 2016
  • A newly puzzle shape of crestbond rib shear connector is a type of ductile perfobond rib shear connector. This shear connector has some advantages, including relatively easy rebar installation and cutting, as well as the higher shear resistance strength. Thus, this study proposed a newly puzzle shape of crestbond rib with a "${\mho}$" shape, and its shear resistance behaviors and shear strengths were examined using push-out tests. Five main parameters were considered in the push-out specimens to evaluate the effects of shear resistance parameters such as the dimensions of the crestbond rib, transverse rebars in the crestbond dowel, concrete strength, rebar strength, and dowel action on the shear strength. The shear loading test results were used to compare the changes in the shear behaviors, failure modes, and shear strengths. It was found that the concrete strength and number of transverse rebars in the crestbond rib were significantly related to its shear resistance. After the initial bearing resistance behavior of the concrete dowel, a relative slip occurred in all the specimens. However, its rigid behavior to shear loading decreased the ductility of the shear connection. The cross-sectional area of the crestbond rib was also shown to have a minor effect on the shear resistance of the crestbond rib shear connector. The failure mechanism of the crestbond rib shear connector was complex, and included compression, shear, and tension. As a failure mode, a crack was initiated in the middle of the concrete slab in a vertical direction, and propagated with increasing shear load. Then, horizontal cracks occurred and propagated to the front and rear faces of the specimens. Based on the results of this study, a design shear strength equation was proposed and compared with previously suggested equations.

Series Load Resonant High Frequency Inverter with ZCS-PDM Control Scheme for Induction-Heated Fusing Roller

  • Sugimura, Hisayuki;Kwen, Soon-Kurl;Koh, Kang-Hoon;Lee, Hyun-Woo;Nakaoka, Mutsuo
    • 한국조명전기설비학회:학술대회논문집
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    • 한국조명전기설비학회 2005년도 학술대회 논문집
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    • pp.415-420
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    • 2005
  • This paper presents the two lossless auxiliary inductors-assisted voltage source type half bridge (single ended push pull: SEPP) series resonant high frequency inverter for induction heated king roller in copy and printing machines. The simple high-frequency inverter treated here can completely achieve stable zero current soft switching (ZCS) commutation for wide its output power regulation ranges and load variations under its constant high frequency pulse density modulation (PDM) scheme. Its transient and steady state operating principle is originally described and discussed for a constant high-frequency PDM control strategy under a stable ZCS operation commutation, together with its output effective power regulation characteristics-based on the high frequency PDM strategy. The experimental operating performances of this voltage source SEPP ZCS-PDM series resonant high frequency inverter using IGBTs are illustrated as compared with computer simulation results and experimental ones. Its power losses analysis and actual efficiency are evaluated and discussed on the basis of simulation and experimental results. The feasible effectiveness of this high frequency inverter appliance implemented here is proved from the practical point of view.

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A novel design of DC-DC converter for photovoltaic PCS

  • Park, Sung-Joon
    • Journal of information and communication convergence engineering
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    • 제7권2호
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    • pp.107-112
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    • 2009
  • Renewable energy resources will be an increasingly important part of power generation in the new millennium. Besides assisting in the reduction of the emission of greenhouse gases, they add the much needed flexibility to the energy resource mix by decreasing the dependence on fossil fuels. Due to their modular characteristics, ease of installation and because they can be located closer to the user, PV system have great potential as distributed power source to the utilities. In this paper, a dc-de power converter scheme with the push-pull based technology is proposed to apply for solar power system which has many features such as high efficiency, stable output, and low acoustic noises, DC-DC converter is used in proposed topology has stable efficiency curve at all load range and very high efficiency characteristics. This paper presents the design of a single-phase photovoltaic inverter model and the simulation of its performance.