• 제목/요약/키워드: Passive element

검색결과 306건 처리시간 0.026초

Effect of Chemical Passivation Treatment and Flow on the Corrosion of 304 Stainless Steel in Hydrochloric Acid Solution

  • Zhao, Jie;Cheng, Cong Qian;Cao, Tie Shan
    • Corrosion Science and Technology
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    • 제14권6호
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    • pp.273-279
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    • 2015
  • Effects of passive film quality by chemical passivation and solution flow on the corrosion behavior of 304 stainless steel in HCl solution were investigated using a coloration indicator, and by corrosion weight loss, electrochemical polarization and element dissolution measurements. A high redness degree suggests a low passive-film integrity for 304 stainless steel following air exposure, while the minimum redness degree for the samples after chemical passivation suggests a high passive-film integrity. In the static condition, samples subjected to air exposure exhibited a high corrosion rate and preferential dissolution of Fe. Chemical passivation inhibited the corrosion rate due to the intrinsically high structural integrity of the passive film and high concentrations of Cr-rich oxides and hydroxide. Solution flow accelerated corrosion by promoting both the anodic dissolution reaction and the cathodic reaction. Solution flow also altered the preferential dissolution to fast uniform dissolution of metal elements.

Evaluation of interfacial shear stress in active steel tube-confined concrete columns

  • Nematzadeh, Mahdi;Ghadami, Jaber
    • Computers and Concrete
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    • 제20권4호
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    • pp.469-481
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    • 2017
  • This paper aims to analytically investigate the effect of shear stress at the concrete-steel interface on the mechanical behavior of the circular steel tube-confined concrete (STCC) stub columns with active and passive confinement subjected to axial compression. Nonlinear 3D finite element models divided into the four groups, i.e. circumferential-grooved, talc-coated, lubricated, and normal groups, with active and passive confinement were developed. An innovative method was used to simulate the actively-confined specimens, and then, the results of the finite element models were compared with those of the experiments previously conducted by the authors. It was revealed that both the predicted peak compressive strength and stress-strain curves have good agreement with the corresponding values measured for the confined columns. Then, the mechanical properties of the active and passive specimens such as the concrete-steel interaction, longitudinal and hoop stresses of the steel tube, confining pressure applied to the concrete core, and compressive stress-strain curves were analyzed. Furthermore, a parametric study was performed to explore the effects of the concrete compressive strength, steel tube diameter-to-wall thickness ratio, and prestressing level on the compressive behavior of the STCC columns. The results indicate that reducing or removing the interfacial shear stress in the active and passive specimens leads to an increase in the hoop stress and confining pressure, while the longitudinal stress along the steel tube height experiences a decrease. Moreover, prestressing via the presented method is capable of improving the compressive behavior of STCC columns.

수동감쇠 적층보의 진동해석을 위한 스펙트럴요소법의 적용 (Application of Spectral Element Method for the Vibration Analysis of Passive Constrained Layer Damping Beams)

  • 송지훈;홍석윤
    • 한국음향학회지
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    • 제28권1호
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    • pp.25-31
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    • 2009
  • 본 논문에서는 수동감쇠 적층보에 대한 스펙트럴요소법을 유도하였다. 수동감쇠 적층보의 중심층인 점탄성층은 주파수에 따라 값이 변하는 복소 계수를 가지고 있다. 그래서 점탄성층의 주파수 종속적인 복소 계수를 계산하기 위하여, 스펙트럴요소법을 주파수축 상에서 파동해로부터 얻은 엄밀해를 기반으로 하는 동적형상함수를 사용하여 유도하였다. 유도된 수동감쇠 적층보에 대한 스펙트럴요소의 신뢰성과 정밀도를 검증하기 위하여 스펙트럴요소법과 유한요소법을 사용하여 구한 주파수응답함수와 동적응답을 비교하였다. 비교 결과 수동감쇠 적층보에 대한 스펙트럴요소가 유한요소에 비해서 보다 신뢰성 있는 결과를 제공하는 것을 알 수 있었다.

배치형식에 따른 복합형 마운트의 동특성 및 제어성능에 대한 비교연구 (A Comparative Study on the Dynamic Characteristics and Control Performances of Hybrid Mounts According to Element Configuration)

  • 조혜영;문석준;신윤호;정우진;원문철
    • 한국소음진동공학회논문집
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    • 제22권6호
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    • pp.556-563
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    • 2012
  • This study focuses on the element configuration of hybrid mounts which are combined with passive elements and active elements. The seven configurations are presented according to connection of an active element to a passive element. The dynamic characteristics and control performance of them are investigated qualitatively using Bode plots. With reference to the transmitted force from internal to external, three cases are selected. In addition, some numerical simulations for the three cases are carried out to confirm the performance quantitatively. Based on this research results, a novel hybrid mount with excellent performance will be able to be developed.

ON/OFF-스위치의 위치 인식 방법 (A Detection Method of Position of ON/OFF-Switch)

  • 조병모;이권연;손명식
    • 전기전자학회논문지
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    • 제11권1호통권20호
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    • pp.30-37
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    • 2007
  • 본 논문은 직렬로 연결된 스위치의 OFF-위치를 감지할 수 있는 방법을 제안한다. 각각의 스위치에는 병렬로 각기 다른 주파수 특성을 갖는 수동 소자가 병렬로 연결되어 있다. ON된 스위치에는 병렬로 연결된 수동 소자의 주파수 특성에 관계없이 평탄한 특성을 갖으며, OFF된 스위치의 경우에는 연결된 수동소자의 주파수 특성이 스위치의 양 단자에 나타난다. OFF된 스위치의 위치 인식은 직렬로 연결된 스위치의 양 단자에 백색 잡음(Maximum-Length Sequence)을 입력하고, 각각의 스위치를 OFF한 상태에서 출력 단자에서 스펙트럼을 계산하여 미리 참조 스펙트럼을 작성하고, 작성된 참조 스펙트럼과 입력 스펙트럼 간의 유사도를 계산하여 가장 근접한 참조 스펙트럼을 OFF된 스위치의 스펙트럼으로 인식한다. 이를 위한 디지털 신호처리 시스템을 설계하고, 설계된 시스템을 이용하여 스펙트럼 매칭으로 OFF-스위치의 위치를 감지한다.

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Performance comparison of passive control schemes for the numerically improved ASCE cable-stayed bridge model

  • Domaneschi, Marco;Martinelli, Luca
    • Earthquakes and Structures
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    • 제3권2호
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    • pp.181-201
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    • 2012
  • The benchmark on the ASCE cable-stayed bridge has gathered since its proposal the interest of many specialists in the field of the structural control and the dynamic response of long span bridges. Starting from the original benchmark statement in the MATLAB framework, a refined version of the bridge model is developed in the ANSYS commercial finite element environment. A passive structural control system is studied through non linear numerical analyses carried out in time domain for several seismic realizations in a multiple support framework. An innovative electro-inductive device is considered. Its positive performance is compared with an alternative version considering traditional metallic dampers.

격자 볼츠만 방법을 이용한 미소 채널에서의 혼합효율 증가를 위한 수동형 믹서의 최적화 (Optimization of Passive Mixer for Enhanced Mixing in a Micro-channel by Using Lattice Bloltzmann Method)

  • 한규석;변성준;윤준용
    • 대한기계학회논문집A
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    • 제29권5호
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    • pp.707-715
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    • 2005
  • In this work, Scalar Passive code in Lattice Boltzmann Method is employed to simulate two-phase flow of low Reynolds number in a micro-channel. The mixing characteristics in a micro-channel is a function of Peclet number. The mixing length increases with the Peclet number. It is found that with the inclusion of static elements at the channel, rapid mixing of two liquids can be achieved, as shown by the results of computer simulations. The enhancement in mixing performance is thought to be caused by the generation of eddies and by lateral velocity component when the mixture flows past static elements. The results indicate that the size of static element has more effect on the mixing than the number of static element.

Optical Passive Component의 열응력 변화에 따른 문제 연구 (Research of the Thermal Stress effect for Optical Passive Component)

  • 박제영;차두열;여동훈;김종희;장성필
    • 한국전기전자재료학회:학술대회논문집
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    • 한국전기전자재료학회 2006년도 추계학술대회 논문집 Vol.19
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    • pp.118-119
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    • 2006
  • 현재의 소자간 연결을 위해 사용되는 금속배선의 한계로 인해 보다 고속/대용량의 광연결(Optical Interconnection)이 크게 각광받고 있다. 본 논문에서는 FEM 시뮬레이션(Finite Element Method Simulation)을 통해 온도변화에 따른 기판에서의 온도분포를 살펴보고, 열응력 분포와 열응력 집중에 의한 기판의 변형으로 인한 문제를 연구하였다. 이를 통해 향후 Optical Passive Component 설계시 Optical Passive Component 변형의 원인이 될 수 있는 열원들의 배치를 최적화 시키고 기판의 취약부운을 보강하여 우수한 성능의 Optical Passive Component 제작을 목표로 하고 있다.

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지능판의 진동제어를 위한 수동구속감쇠의 위치 설정 (Placement of Passive Constrained Layer Damping for Vibration Control of Smart Plate)

  • Kang, Young-Kyu;Kim, Chan-Mook
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2002년도 추계학술대회논문초록집
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    • pp.310.1-310
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    • 2002
  • Dynamic characteristics of smart laminated composite plates with passive constrained layer damping have been investigated to design structure with maximum possible damping capacity. The equations of motion are derived fur flexural vibrations of symmetrical, multi-layer laminated plates. The damping ratio and modal damping of the first bending and torsional modes are calculated by means of iterative complex eigensolution method. (omitted)

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