• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2003년도 봄 학술발표회 논문집
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• pp.421-426
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• 2003

For the replacement of deteriorated concrete decks or wider-span slab, composite slab could be very attactive due to higher stiffness and strength. Based on the previous research, a modified I-beam composite hollow slab was suggested. In order to investigate the static flexural behavior of the proposed composite slab and to suggest its flexural design method, experiments were performed. Judging from the tests, a composite slab with I-beam having a semi-circle hole showed better structural performance. The effect of web details on the flexural stiffness was negligible. Flexural stiffness, ultimate strength, and ductility of the composite slabs were significantly greater than the RC slab due to composite action. While the failure of the RC slab was punching shear failure, the composite hollow slab showed flexural cracking and failure by yielding of the I-beams and crushing of concrete. Therefore, the current one-way design concept is appropriate for the design of I-beam composite hollow slab.

• Journal of electromagnetic engineering and science
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• 제10권4호
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• pp.224-230
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• 2010

Wireless power transmission (WPT) is useful technology in near future. There are some kinds of the WPT technologies, WPT via radio waves, resonance coupling, and inductive. Especially the WPT via radio waves is used for multi-purposes from short range to long range application. However, unfortunately it is misunderstood that it is low efficiency and low power. In this paper, I show the theory of beam efficiency between transmitting antennas and receiving antennas and also show some high efficient applications of the WPT via radio waves. Especially, I pick up a wireless power charging system of an electric vehicle and show the experimental results. I show difference between the theory of beam efficiency and the experimental results of short range WPT. I indicate that reasons of poor beam efficiency in the experiment are (1) change of impedance caused by mutual coupling between transmitting antennas and receiving antennas, (2) oblique direction of microwave power to receiving antennas caused by short distance.

• Steel and Composite Structures
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• 제4권5호
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• pp.367-384
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• 2004

A numerical model based on the finite element technique is adopted to investigate the behavior and strength of thin-walled I-section beam-columns. The model considers both the material and geometric nonlinearities. The model results were first verified against some of the currently available experimental results. A parametric study was then performed using the numerical model and interaction diagrams for the investigated beam-columns have been presented. The effects of the web depth-to-thickness ratio, flange outstand-to-thickness ratio and bending moment-to-normal force ratio on the ultimate strength of thin-walled I-section beam-columns were scrutinized. The interaction equations adopted for beam columns design by the NAS (North American Specifications for the design of cold formed steel structural members) have been critically reviewed. An equation for the buckling coefficient which considers the interaction between local buckling of the flange and the web of a thin-walled I-section beam-column has been proposed.

• Journal of Information Display
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• 제3권1호
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• pp.17-21
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• 2002

Measurement of the ion-induced secondary electron emission coefficient (${\gamma}_i$) for insulating films is hampered by an unavoidable charging problem. Here, we demonstrate that a pulsed ion beam technique is a viable solution to the problem, allowing for accurate measurement of ${\gamma}_i$ for insulating materials. To test the feasibility of the pulsed ion beam method, the secondary electron emission coefficient from n-Si(100) is measured and compared with the result from the conventional continuous beam method. It is found that the ${\gamma}_i$ from n-Si(100) by the ion pulsed beam measured to be 0.34, which is the same as that obtained by continuous ion beam. However, for the 1000 A $SiO_2$ films thermally deposited on Si substrate, the measurement of ${\gamma}_i$ could be carred out by the pulsed ion method, even though the continuous beam method faced charging problem. Thus, the pulsed ion beam is regarded to be one of the most suitable methods for measuring secondary electron coefficient for the surface of insulator materials without experiencing charging problem. In this report, the dependence of ${\gamma}_i$ on the kinetic energy of $He^+$ is presented for 1000 ${\AA}$ $SiO_2$ films. And the secondary electron emission coefficient of 1000 ${\AA}$ MgO e-beam-evaporated on $SiO_2/Si$ is obtained using the pulsing method for $He^+$ and $Ar^+$ with energy ranging from 50 to 200 eV, and then compared with those from the conventional continuous method.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2003년도 가을 학술발표회 논문집
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• pp.177-180
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• 2003

I-beam composite hollow slabs were proposed for long-span slabs and long-span bridges due to their higher stiffness and strength. However, the behavior of the composite slab is quite complicate and allowable stress design method is used for the design of the slab. In this paper, static tests on the composite hollow slabs were performed and their inelastic behavior was investigated. Ultimate strength of the composite slabs were evaluated and the contribution of each I-beam to the flexural strength of the slab was also estimated using the measured strain distribution. From the results of these experiments, I-beam composite hollow slabs can be designed by strength design method.

• 한국세라믹학회지
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• 제40권10호
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• pp.967-972
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• 2003

직경 5 cm cold hollow cathode 이온원을 박막의 이온보조증착법 또는 이온보조반응법에 사용하기에 적합한 이온빔으로 넓은 면적을 균일하게 조사할 수 있는 이온원을 설계, 제작하기 위한 방안으로 연구하게 되었다. 이온원은 글로우 방전을 위한 음극과 이온화 효율의 증가를 위한 자석, 플라즈마 챔버, 그리드 전극으로 이루어진 이온광학시스템, 직류전원공급장치로 이루어진다. 전자인출전극의 구조 및 형태로 구분하여 한개의 노즐로 이루어진 (I) 형태와 복수개의 노즐로 변형된 (II) 형태로 제작하였다. 서로 다른 구조의 전자인출전극 (I)형태와 (II) 형태를 부착한 이온원에 beam profile을 측정한 결과 (I) 형태의 전자인출전극을 부착한 경우에는 이온원의 중심에서 140 $\mu\textrm{A}$/$\textrm{cm}^2$으로 측정되어 졌으며, 외곽으로 멀어질수록 급격히 전류밀도가 감소하여 균일한 영역(최대값의 90%)은 직경 5 cm로 측정되어졌다. (II) 형태로 변형되어진 이온원의 경우 중심에서 65 $\mu\textrm{A}$/$\textrm{cm}^2$으로 (I) 형태와 비교하여 상대적으로 낮은 전류밀도가 측정되었지만 외각으로 멀어졌을 경우에도 전류밀도는 완만하게 감소하여 균일한 영역은 직경 20 cm로 측정되었으며, 본 연구목적에 부합되는 특성이 측정되었다. 이온빔 균일도가 증가한 (II) 형태의 전자인출전극을 부착한 이온원으로 주입하는 아르곤 가스량의 변화, 이온광학시스템의 플라즈마 그리드 전극과 가속 그리드 전극 간격의 조절, 이온빔 에너지 변화에 따른 beam profile 및 특성을 괸찰하였다.

• 대한토목학회논문집
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• 제26권3A호
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• pp.523-532
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• 2006

2거더 강교량의 건설 효율성 등을 위해서는 구조형식, 특히 가로보를 포함하는 구조계의 거동평가에 기초한 효율적이고 합리적인 설계기준 등의 제시가 필요할 것으로 생각된다. 따라서, 본 연구에서는 2거더 강교량에서 하중전달 역할을 하는 가로보의 위치, 간격 및 강성의 영향인자가 2거더 강교량의 거동 특성에 미치는 영향을 조사하고 합리적인 가로보 배치 기준을 제시하고자 한다. 기존 2거더 강교량을 대상교량으로 선정하고 가로보 특성을 적절하게 평가할 수 있는 몇가지 구조 모델링에 대해 구조해석을 실시한 결과, 가로보의 모델은 국부적인 응력집중과 바닥판의 하중분배 효과를 고려할 수 있는 쉘요소 및 솔리드 요소가 적합할 것으로 판단된다. 이러한 쉘요소 및 솔리드 요소를 사용하여 가로보의 배치 위치, 배치 간격 및 강성을 변수로 구조해석을 실시하여 효율적인 가로보 설계기준을 제시하였다.

• Journal of Welding and Joining
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• 제15권3호
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• pp.79-87
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• 1997

This study was performed to evaluate basic characteristics of electron beam welding process for a 9% Ni steel plate. The principal welding process parameters, such as working distance, accelerating voltage, beam current and welding speed were investigated. The AB (Arata Beam) test method was also applied to characterize beam size and energy density of the electron beam welding process. The electron beam size was found to decrease with the increase of accelerating voltage and the decrease of working distance. So, in case of high voltage (150kV), spot size and energy density of electron beam were revealed to be 0.9mm and $6.5\times10^5W/\textrm{cm}^2$ respectively. The accelerating voltage among the welding parameters was found to be the most important factor governing the penetration depth. When the accelerating voltage of electron beam was low ($\leq$90kV), beam current and welding speed did not affect on the penetration depth significantly. However, in case of high voltage ($\geq$120kV), the depth of penetration increased very sensitively with the increase of beam current and the decrease of welding speed.

• Steel and Composite Structures
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• 제23권5호
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• pp.597-610
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• 2017

This paper presents a mathematical model for fixed-end moments of I-sections with straight haunches for the general case (symmetrical and/or non-symmetrical) subjected to a concentrated load localized anywhere on beam taking into account the bending deformations and shear, which is the novelty of this research. The properties of the cross section of the beam vary along its axis "x", i.e., the flange width "b", the flange thickness "t", the web thickness "e" are constant and the height "d" varies along of the beam, this variation is linear type. The compatibility equations and equilibrium are used to solve such problems, and the deformations anywhere of beam are found by the virtual work principle through exact integrations using the software "Derive" to obtain some results. The traditional model takes into account only bending deformations, and others authors present tables considering the bending deformations and shear, but are restricted. A comparison between the traditional model and the proposed model is made to observe differences, and an example of structural analysis of a continuous highway bridge under live load is resolved. Besides the effectiveness and accuracy of the developed models, a significant advantage is that fixed-end moments are calculated for any cross section of the beam "I" using the mathematical formulas.

• Steel and Composite Structures
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• 제26권1호
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• pp.31-44
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• 2018

This paper reports a novel steel beam-to-column connection suitable for use in the weak axis of I-section column. Monotonic and cyclic loading experimental investigations and numerical analysis of the proposed weak-axis connection were conducted, and the calculation procedure of the beam-column relative rotation angle and plastic rotation angle was developed and described in details. A comparative analysis of mechanical property and steel consumption were employed for the proposed I-section column weak-axis connection and box-section column bending connection. The result showed that no signs of fracturing were observed and the plastic hinge formed reliably in the beam section away from the skin plate under the beam end monotonic loading, and the plastic hinge formed much closer to the skin plate under the beam end cyclic loading. The fracture of welds between diaphragm and skin plate would cause an unstable hysteretic response under the column top horizontal cyclic loading. The proposed weak-axis connection system could not only simplify the design calculation progress when I-section column is adopted in frame structural design but also effectively satisfy the requirements of 'strong joint and weak member', as well as lower steel consumption.