• Steel and Composite Structures
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• 제42권3호
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• pp.363-373
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• 2022

This paper presents an experimental and a numerical investigation of a H-beam - composite box column joint fabricated with two new inner diaphragms and a continuous inner diaphragm. The main objective of the current research project is to investigate the structural performance of the newly developed inner diaphragms under a cyclic loading protocol. Hysteretic behaviour of the composite joints is analysed to investigate the structural performance of the new and continuous inner diaphragms. This paper compares the result of the finite element (FE) models with the new and continuous inner diaphragms against their counterpart experimental results. To produce a design criterion for the newly developed inner diaphragms, yielding or failure area of the inner diaphragms under tensile stress is analysed from the FE results.

• Earthquakes and Structures
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• 제11권4호
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• pp.681-699
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• 2016

Steel box girders have two webs and two flanges on top that are usually connected with shear connectors to the concrete deck and are also known as tub girders. The end diaphragms of such bridges comprise of a stiffened steel plate welded to the inside of the girder at each end. The diaphragms play a major role in transferring vertical and lateral loads to the bearings and substructure. A review of literature shows that the cyclic behavior of diaphragms under earthquake loading has not been studied previously. This paper uses a nonlinear finite element model to study the behavior of the end diaphragms under gravity and seismic loads. Different bearing device and stiffener configurations have been considered. Affected areas of the diaphragm are distinguished.

• 한국가시화정보학회:학술대회논문집
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• 한국가시화정보학회 2007년도 추계학술대회
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• pp.59-62
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• 2007

The basic concept and preliminary performance results of a miniaturized electroosmotic (EO) pump with diaphragms were included in the present study. The separation of an electroosmotic pumping liquid from a drug using diaphragms is mainly to have a freedom in choosing an electroosmotic pumping liquid and to achieve the optimal drug delivery, and, preferably its precise control. We performed maximum flow rate, maximum pressure, and maximum current measurements with and without diaphragm designs. As a result, the effect of diaphragms on pump performance at the maximum condition is small. However, the presence of diaphragms does not allow indefinite continuous pumping.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2000년도 가을 학술발표회 논문집(II)
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• pp.903-908
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• 2000

The role of intermediate diaphragms in concrete girder bridge was studied by structural tests about 1/2 scale model of the typical design. The purpose of this research is understanding of the role of intermediate diaphragms which has been misused by vertical load distribution and misunderstood by design specification. Experimental variables included : location and number of intermediate diaphragms which were made by reinforced concrete or steel. Service load was applied the structure under static loads. Numerical analysis of the test bridge using solid element of finite element method was verified by comparison with the experimental results. Based on the results, in no case was an appreciable reduction in terms of vertical deflection.

• 한국전기전자재료학회논문지
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• 제11권8호
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• pp.620-627
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• 1998

For chemical microsensors such as humidity and gas sensors, it is essential to obtain a single pore with a large inner surface and straight structure. In this paper, cylindrical macroporous silicon layers have been formed of p-silicon substrate by anodization in HF-ethanol-water solution with an applied current. The pores grew normal to the (100) surface and were uniformly distributed. The pore diameter was approximately $1.5~2{\mu}m$ with a depth of $20~30{\mu}m$ and the pores were not interconnected, which are in sharp contrast to the porous silicon reported previouly for similarly doped p-Si. Porous silicon diaphragms 18 to $200{\mu}m$ thick were formed by anistropic etching in TMAH solution and then anodization. The fabrication of macroporous silicon and free-standing diaphragms is expected to offer applications for microsensors, micromachining, and separators.

• 한국강구조학회 논문집
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• 제15권3호
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• pp.231-239
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• 2003

과거 수 십년 동안 강박스 거더 교량은 휨과 비틀림에 대한 저항능력과 미적인 측면에서의 우수성으로 인해 많은 시공현장에서 건설되었다. 그러나 박스거더는 편재하된 하중 상태에서 단면의 뒤틀림과 뒴 현상을 경험하게 되는데 이는 박스거더의 단점으로 작용한다. 그러한 뒤틀림과 뒴 현상에 의해 발생하는 뒤틀림 응력들을 제어하기 위해서 일반적으로 박스거더 내부에 다이아프램을 설치하게 된다. 현재까지 건설된 강박스 거더 교량의 다이아프램의 형태는 충복 형태, 프레임 형태 그리고 트러스 형태 등이다. 본 연구의 목적은 매개변수 연구를 통해서 적절한 다이아프램 강성 비를 산정 하는 것과 산정된 강성 비에 근거하여 내부 다이아프램의 간격과 수를 제안하는 것이다. 대상교량은 단실 단면을 갖는 연속화된 직선 강박스 거더 교량이고, 주요한 매개변수는 단면의 형상, 경간 수, 등가 지간장, 내부 다이아프램 강성 그리고 내부 다이아프램 간격 등이다. 매개변수 연구를 통해서 적절한 내부 다이아프램 강성 비의 산정 그리고 내부 다이아프램의 간격과 수가 제안될 것이다.

• 한국전자파학회논문지
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• 제14권7호
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• pp.721-726
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• 2003

본 논문은 내부 칸막이(diaphragm) 구조를 갖는 38 GHz용 도파관 슬롯 16$\times$16 배열 안테나의 설계와 측정결과를 보여준다. 우선, 도파관 윗면에 전파 진행방향의 슬롯이 갖는 복사특성을 연구하고, 도파관 내부의 양쪽벽면에 가로로 위치한 칸막이들을 이용하여 슬롯 배열 안테나의 임피던스를 조절함으로써 반사손실을 최소화 시켰다. 이 칸막이들의 위치와 크기를 최적화하여 20 dB Chebyshev 16배열 도파관 슬롯 안테나를 설계하였다. 다음에는, $\pi$-와 T-접합 전력 분배기로 구성된 직렬 급전구조를 이용하여 20 dB Chebyshev 16포트 전력 분배기를 설계하였다. 38 GHz 대역의 광대역 무선 멀티미디어 서비스용으로 설계된 16$\times$16 슬롯 배열 안테나를 컴퓨터 제어 밀링기술로 제작하고, 측정한 결과 31.2 dBi의 이득을 얻었고, 부엽준위는 -19 dB 이하이었으며, 740 MHz의 밴드 폭을 얻었다.

• 대한전기학회:학술대회논문집
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• 대한전기학회 1998년도 하계학술대회 논문집 D
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• pp.1558-1560
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• 1998

Macroporous silicon diaphragms 20 to $200{\mu}m$ thick have been formed on p-type silicon by anistropic etching in TMAH solution and then by electrochemical etching in HF-ethanol-water solution with an applied current. The pores have a pore diameter of $1.5{\sim}2{\mu}m$, with a depth of $20{\sim}30{\mu}m$ and are not interconnected, which are in sharp contrast to the porous silicon reported previouly for similarly doped p-Si. The fabrication of macroporous silicon and free-standing diaphragms is expected to offer new applications for microsensors, micro-machining, and separators.

• 대한전기학회:학술대회논문집
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• 대한전기학회 1994년도 하계학술대회 논문집 A
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• pp.72-75
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• 1994

In this paper, a novel method to figure out the relative residual stress distribution along the depth of silicon diaphragms is presented Cantilevers with various thickness are fabricated by the time controlled etching method using EPW as an etchant. The boron concentration along the depth of the cantilevers is obtained by the TSUPREM IV simulation, and the etching time to get the proper thickness is calculated. By measuring deflections of the p+ silicon cantilevers the stress profile along the depth of diaphragm is calculated. The obtained stress profile is reasonable and useful to expect the deflection of cantilevers and the buckling of diaphragms.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2000년도 가을 학술발표회 논문집(II)
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• pp.839-844
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• 2000

The research was conducted to investigate the effects of intermediate diaphragm in concrete girder bridge. The analytical variables consisted of various types(reinforced concrete and steel) and locations of intermediate diaphragm, slab thickness, girder spacing etc. Finite element analyses of the bridge model assuming simply support condition. The Vertical load distribution was determined to be essentially independent of type and location of intermediate diaphragms. Also, it is found that the practical design of intermediate diaphragm may be revised.