• 제목/요약/키워드: RC characteristic

검색결과 112건 처리시간 0.1초

부하변화에 따른 스택전압 과도특성을 고려한 연료전지 모델링 (Fuel cell stack modeling considering dynamic characteristic of stack voltage according to load variation)

  • 고정민;김종수;최규영;강현수;이병국
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 2008년도 제39회 하계학술대회
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    • pp.1102-1103
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    • 2008
  • 본 논문에서는 연료전지의 정특성과 전압의 과도 특성을 고려한 연료전지 모델링을 하였다. 전기화학적 방정식으로부터 연료전지의 정특성을 모델링하였고, 실험결과 파형을 분석하여 RC 시상수를 이용하여 과도특성을 모델링하였다. 모델링은 Matalab Simulinik를 이용하여 이루어졌으며, NEXA system을 이용하여 실험한 결과와 비교, 분석하여 이 모델링의 유용성을 검증하였다.

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Nonlinear Analysis of RC Structures using Assumed Strain RM Shell Element

  • Lee, Sang Jin
    • Architectural research
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    • 제16권1호
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    • pp.27-35
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    • 2014
  • Nonlinear analysis of reinforced concrete structures is carried out by using Reissner-Mindlin (RM) shell finite element (FE). The brittle inelastic characteristic of concrete material is represented by using the elasto-plastic fracture (EPF) material model with the relevant material models such as cracking criteria, shear transfer model and tension stiffening model. In particular, assumed strains are introduced in the formulation of the present shell FE in order to avoid element deficiencies inherited in the standard RM shell FE. The arc-length control method is used to trace the full load-displacement path of reinforced concrete structures. Finally, four benchmark tests are carried out and numerical results are provided as future reference solutions produced by RM shell element with assumed strains.

점진적 감소 파상 특성을 갖는 변형된 elliptic 함수에 관한 연구 (A Study on the Modified Elliptic Function with Progressively Diminishing Ripple Characteristics)

  • 윤창훈;최석우;김동용
    • 전자공학회논문지B
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    • 제31B권12호
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    • pp.45-50
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    • 1994
  • The elliptic filters are optimal in the sense that the magnitude characteristic exhibits the steepest slope at the cutoff frequency. The other characteristics such as delay and step response, however, are rather undesirable. In this paper, the modified elliptic low-pass filter function is proposed. The modified elliptic function possesses progressively diminishing ripples in both passband and stopband, and the lower pole-Q, values when compared to the elliptic counterparts, thus producting the flatter delay characteristics and improved time-domain performances. And it is realizable in the doubley-terminated ladder structures for the order n even or odd, thus lending themselves amaenable to high-quality active RC or switched capacitor filters through the simulation techniques.

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기둥식 벽체 거푸집 시스템 개발에 관한 실험적 연구 (An Experimental Study on the Development of Unit Column Wall Form System Using (Focusing on the Lateral Pressure))

  • 강창수;이한승;태성호
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2005년도 봄학술 발표회 논문집(I)
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    • pp.507-510
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    • 2005
  • Euro form which constructs the present RC structures is used widely by the form method of construction of a wall type structure had much consumption of the human power and equipments by the assembly and the demolition, and the complement was required according to demerit with much leakage of cement paste by the form joint, so it developed the new pillar type form system. On the study, in order to consider the modification characteristic by lateral pressure which does the influence most important for the new developed pillar type form system performance, research of a paper manufactured a miniature wall form model, and advanced performance evaluation focusing on lateral pressure. Moreover, lateral pressure evaluation of a new style system was actually gone on through the on-site experiment about a part of wall type srutcture spot for a model experiment and its result on the foundation which is the purpose in evaluating on-site application possibility propriety at the foundation time of wall type concrete structure construction of a pillar type form system.

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Experiments and numerical analyses for composite RC-EPS slabs

  • Skarzynski, L.;Marzec, I.;Tejchman, J.
    • Computers and Concrete
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    • 제20권6호
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    • pp.689-704
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    • 2017
  • The paper presents experimental and numerical investigations of prefabricated composite structural building reinforced concrete slabs with the insulating material for a residential building construction. The building slabs were composed of concrete and expanded polystyrene. In experiments, the slabs in the full-scale 1:1 were subjected to vertical concentrated loads and failed along a diagonal shear crack. The experiments were numerically evaluated using the finite element method based on two different constitutive continuum models for concrete. First, an elasto-plastic model with the Drucker-Prager criterion defined in compression and with the Rankine criterion defined in tension was used. Second, a coupled elasto-plastic-damage formulation based on the strain equivalence hypothesis was used. In order to describe strain localization in concrete, both models were enhanced in the softening regime by a characteristic length of micro-structure by means of a non-local theory. Attention was paid to the formation of critical diagonal shear crack which was a failure precursor.

Solidification Behaviour of Binary Organic Eutectics and 1:2 Addition Compounds

  • Rai, U. S.;George, Santhi
    • Bulletin of the Korean Chemical Society
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    • 제15권3호
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    • pp.193-197
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    • 1994
  • Due to possibility of visual observation of phase transformations and processes during solidification, the transparent binary alloy models are important in materials and metallurgical sciences. As such, phase diagram, linear velocity of crystallization, microstructure and spectral behaviour of binary organic systems of benzidine with resorcinol and catechol involving formation of addition compound with congruent melting point have been studied. While their phase diagrams show the formation of two eutectics and a 1:2 (B:RC, B:CT) addition compound in each case, the crystallization data obey the Hillig-Turnbull equation. The microstructural investigations give the characteristic morphology of the eutectics and the addition compounds, the spectral studies suggest intermolecular hydrogen bonding between two components forming the molecular complex.

폴리에틸렌 단일섬유를 혼입한 SHCC로 휨 보강된 콘크리트 보의 균열손상 제어 및 휨 성능 (Flexural Performance and Crack Damage Mitigation of Plain Concrete Beams Layered with Reinforced SHCC Materials with Polyethylene Fibers)

  • 김준수;이영오;심영용;윤현도
    • 콘크리트학회논문집
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    • 제24권4호
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    • pp.361-368
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    • 2012
  • 보수 보강재는 강도, 안정성, 내구성, 모재와의 부착력 등 많은 특성이 필요하며, 최근 변형경화형 시멘트 복합체(strain-hardening cement-based composite, SHCC)가 기존의 재료를 대체할 수 있는 성능으로 많은 연구가 이루어지고 있다. 팽창형 SHCC는 팽창재를 이용하여 수축이 발생하는 SHCC의 단점을 보완하여 성능을 개선시킨 복합체로 이를 이용해 보강재의 성능을 만족시키면서 동시에 강도 증진 효과를 가져올 수 있을 것으로 예상된다. 따라서 이 연구에서는 SHCC 보강재의 강도, 팽창재 대체 여부 및 보강 두께를 변수로 하여 휨 성능을 평가하였으며, 실제 보강에 적용 시 기초 자료로 활용하고자 한다.

RC보의 부착보강공법과 외부강선보강공법의 유효응력에 관한 연구 (A Study on the Effective Stress of RC Beams in Applying the Adhesion Reinforced and the External Post-Tensioning Method)

  • 박용걸;최정열;최준혁
    • 한국철도학회논문집
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    • 제10권2호
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    • pp.186-194
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    • 2007
  • This study was performed to compare the load-carrying capacities of the reinforced concrete structure between the carbon fiber adhesion reinforcement method and the external post-tensioning method and further estimate the effective stress of the reinforced material by analyzing the experimental reinforcing effect of each method and the behavior resulting from each method. As a result, it was found out that the effective stress of the carbon fiber reinforcement according to the carbon fiber adhesion reinforcement method had an unexpected value, and also, bearing of the stress was found to be far from sharing thereof. That is to say, while the carbon fiber was bearing the whole stress to some limits, it got to be momentarily ruptured as soon as it went beyond such limits. On the other hand, the external post-tensioning method has the advantage of inducing an initial effective stress by introducing a strain, and thus, it was found that behavior or bearing of the stress was also found to be a solid behavior of the steel wire. This method was also found to be more efficient and excellent than the carbon fiber adhesion reinforcement method in the reinforcing effect or securing the effective stress. Accordingly, we were to discuss the effective stress as comparatively examined, focusing on deriving of the more enhanced reinforcing effect on the basis of the experiment to which the field characteristic is added.

Chebyshev 필터 함수의 특성 개선에 관한 연구 (A Study on the Characteristics Improvement of Chebyshev Filter Function)

  • 유재훈;최석우
    • 한국산학기술학회논문지
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    • 제21권1호
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    • pp.753-759
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    • 2020
  • 본 논문에서는 통과대역에서 점진적으로 감소하는 리플을 갖는 변형된 체비세프 저역통과 필터 함수를 제안하고, 주파수 영역에서 특성을 분석하였다. 제안된 체비세프 함수는 점진적으로 감소하는 크기 특성에 의해 기존의 체비세프 함수보다 통과대역에서 크기 특성이 크게 개선되었다. 이러한 크기 특성의 변화로 위상 특성도 선형적인 특성을 갖고. 시간지연은 최고점과 최저점의 차이가 현저히 감소되면서 시간지연 특성이 개선되었다. 또한, 제안된 체비세프 함수는 짝수와 홀수 차수를 포함하는 모든 차수에서 최대전력전송이 가능한 수동 복종단 제자형 회로망으로 실현이 가능하고, 모의법을 이용하면 낮은 감도 특성을 갖는 능동 RC 필터 또는 스위치드 커패시터 필터로도 구현할 수 있다. 제안된 체비세프 필터의 특성을 고찰하기 위하여 6차 수동 복종단 제자형 저역통과 필터를 설계하였고, MATLAB과 SPICE 프로그램으로 필터 특성을 분석하였다. 제안된 체비세프 함수는 기존의 체비세프 함수가 갖는 문제점을 해결할 수 있으며, 각종 신호처리용 필터 설계에 사용 시 필터 크기, 위상, 시간 지연 특성 개선에 활용할 수 있다.

EMTP를 이용한 멀티레벨 인버터 구동 고압유도전동기에서 발생하는 과도과전압 저감필터의 효과분석 (Analysis on the Effect of Filter to Mitigate Transient Overvoltage on the High Voltage Induction Motor Fed by Multi Level Inverter using EMTP)

  • 권영목;김재철
    • 조명전기설비학회논문지
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    • 제20권10호
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    • pp.82-93
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    • 2006
  • 본 논문에서는 인버터 구동 고압유도전동기 운전시 스위칭 서지로 인하여 고압유도 전동기 단자에서 발생하는 과도과전압을 저감하기 위한 필터로 인버터 출력단자에서 dv/dt를 저감하는 LCR 필터와 전동기 입력단자에서 케이블과 유도전동기 특성임피던스를 매칭시키는 RC필터에 대한 과도과전압 저감특성을 분석하였다. 이 필터를 고압에 대용량 유도전동기에 적합하도록 EMTP(ElectroMagnetic Transients Program)를 이용하여 모델링 및 케이블 영향에 의한 필터의 과도과전압 저감효과를 전압파형과 고조파 스펙트럼으로 비교분석하고, 이를 토대로 고압 대용량 유도전동기에 사용될 필터를 제시하였다. 인버터 스위칭 서지에 의한 과도과전압은 유도전동기 고정자 권선에 심각한 전압 스트레스를 발생시켜 절연파괴를 일으키는 주요원인이 된다. 이러한 과도과전압을 저감위한 필터설계는 고압유도전동기 시스템에서 필수적인 요소임을 보였다. 또한 제시된 필터는 과도과전압을 효과적으로 저감시키는 것을 EMTP 시뮬레이션을 통하여 입증하였다.