• 전산구조공학
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• 제9권4호
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• pp.189-198
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• 1996

콘크리트 중력댐 상부면의 균열에 작용하는 수압의 영향을 주로 고려하여 댐의 파괴거동을 조사하였다. 첫째, 표면적분법에 의하여 응력확대계수를 구하는 경우에 작용하는 수압의 형태를 등분포형태 외에, 삼각형 분포 및 포물선분포도 고려하여 보았다. 둘째, FRANC(FRacture Analysis Code)를 이용하여 균열면에 작용하는 수압의 형태에 따른 기존균열의 전파방향을 추적하였다. 셋째, 월류수위 아래에서 균열이 전파되지 않을 수 있는 한계균열길이를 수압의 분포형태에 따라 구분하여 구하여 보았다. 표면적분법으로 수압의 형태에 따라 응력확대계수를 구한 결과는 FRANC를 이용하여 얻어진 결과와 비교 되었으며 비교적 잘 일치함을 알 수 있었다. 균열면에 작용하는 수압의 형태가 삼각형분포의 경우에 균열의 전파방향은 등분포의 경우에 비하여 댐의 기초쪽으로 기우는 것을 알 수 있었으며, 또한 월류수위 아래에서 한계균열길이는 댐높이의 대략 2/5-1/2되는 곳에서 최대가 됨을 알 수 있었다.

• 한국태양에너지학회 논문집
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• 제40권5호
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• pp.23-34
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• 2020

Concentrator photovoltaic (CPV) system consists of high-quality complex optical elements, mechanical devices, and electronics components and can have the advantages of high integration and high-efficiency energy sources. III-V compound semiconductor cells have proven performance based on high reliability in the aerospace field, but have characteristics that require absolute support of the balance of systems (BOS) such as solar position trackers, receivers with heat sinks, and housing instruments. To determine the optimum parameters of secondary optical elements (SOEs) design for CPV systems, we designed three types of CPV modules, classified as non-SOEs type, reflective mirror type, and CPC lens type. We measured the I-V and P-V characteristics of the prototype CPV modules with the angle of inclination varying from 0° to 12° and with a 500-magnification Fresnel lens. The experimental results assumed misalignment of the solar position tracker or module design of pinpoint accuracy. As a result, at the 0° tilt angle, the CPC lens produced lower power due to the quartz transmittance ratio compared to that by other SOEs. However, for tilt angles greater than 3°, the CPC lens type module achieved high efficiency and stability. This study is expected to help design high-performance CPV systems.

• Wind and Structures
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• 제27권4호
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• pp.269-282
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• 2018

In this paper, a new displacement field based on quasi-3D hybrid-type higher order shear deformation theory is developed to analyze the static and dynamic response of exponential (E), power-law (P) and sigmoïd (S) functionally graded beams. Novelty of this theory is that involve just three unknowns with including stretching effect, as opposed to four or even greater numbers in other shear and normal deformation theories. It also accounts for a parabolic distribution of the transverse shear stresses across the thickness, and satisfies the zero traction boundary conditions at beams surfaces without introducing a shear correction factor. The beam governing equations and boundary conditions are determined by employing the Hamilton's principle. Navier-type analytical solutions of bending and free vibration analysis are provided for simply supported beams subjected to uniform distribution loads. The effect of the sigmoid, exponent and power-law volume fraction, the thickness stretching and the material length scale parameter on the deflection, stresses and natural frequencies are discussed in tabular and graphical forms. The obtained results are compared with previously published results to verify the performance of this theory. It was clearly shown that this theory is not only accurate and efficient but almost comparable to other higher order shear deformation theories that contain more number of unknowns.

• 한국태양에너지학회:학술대회논문집
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• 한국태양에너지학회 2012년도 춘계학술발표대회 논문집
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• pp.267-273
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• 2012

Solar reforming of methane with CO2 was successfully tested with a direct irradiated absorber on a parabolic dish capable of 5kWth solar power. And the new type of double-layer absorber-the front layer, porous metal foam which absorbs the radiation and transfers the heat from material to gas, and the back layer, catalytically-activated metal foam-was prepared, and its activity was tested by using electric furnace. Ni was applied as the active metal on the gamma-Al2O3 coated Ni metal foam for the preparation of the catalytically-activated metal foam layer. Compared to conventional direct irradiation of the catalytically activated metal foam absorber, this new type of double layer absorber is found to exhibit a superior reaction and thermal storage performance at the fluctuating incident solar radiation. In addition, unlike direct irradiation of the foam absorber, double layer absorber has better thermal resistance, which prevents the emergence of cracks caused by mechanical or thermal shock. The total solar power absorbed reached up to 3.25kW and the maximum CH4 conversion was almost 59%.

• 한국태양에너지학회:학술대회논문집
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• 한국태양에너지학회 2011년도 추계학술발표대회 논문집
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• pp.80-86
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• 2011

Solar reforming of methane with CO2 was successfully tested with a direct irradiated absorber on a parabolic dish capable of 5kWth solar power. And the new type of double-layer absorber - the front layer, porous metal foam which absorbs the radiation and transfers the heat from material to gas, and the back layer, catalytically-activated metal foam - was prepared, and its activity was tested by using electric furnace. Ni was applied as the active metal on the gamma-Al2O3 coated Ni metal foam for the preparation of the catalytically-activated metal foam layer. Compared to conventional direct irradiation of the catalytically activated metal foam absorber, this new type of double layer absorber is found to exhibit a superior reaction and thermal storage performance at the fluctuating incident solar radiation. In addition, unlike direct irradiation of the foam absorber, double layer absorber has better thermal resistance, which prevents the emergence of cracks caused by mechanical or thermal shock. The total solar power absorbed reached up to 3.25kW and the maximum CH4 conversion was almost 59%.

• 한국인터넷방송통신학회논문지
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• 제11권3호
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• pp.9-15
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• 2011

리플렉트어레이 안테나는 반사경 안테나의 단점을 보완하여 대체할 새로운 형태의 안테나로 대두되고 있다. 하지만 반사판이 단층구조일 경우 대역폭이 매우 좁다는 단점이 있고, 대역폭을 넓히기 위하여 다층구조의 반사판을 사용할 경우 설계가 어렵고 제작 단가가 높아지게 된다. 본 논문에서는 이러한 단점들을 극복하기 위하여 단층구조를 사용하여 제작 단가를 낮추면서 협대역 특성을 극복할 수 있는 정사각형에 U자 모양 슬롯을 낸 패치를 이용하여 리플렉트어레이 안테나를 설계하였다. 제안된 리플렉트어레이 안테나는 12.5 GHz에서 55.5 %의 효율과 14 % 이상의 1 dB gain bandwidth 특성을 갖는다.

• 한국전산구조공학회논문집
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• 제20권5호
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• pp.581-592
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• 2007

이 논문은 일정체적 캔틸레버 기둥의 정확탄성곡선(elastica)에 관한 연구이다. 기둥의 자유단에 압축하중과 모멘트 하중으로 구성되는 조합하중이 작용하는 캔틸레버 기둥의 정확탄성곡선을 지배하는 비선형 미분방정식과 경계조건을 유도하였다. 미분방정식에는 전단변형효과를 고려하였다. 기둥의 변단면으로는 정다각형 단면을 갖는 선형, 포물선형 및 정현의 변단면을 채택하였다. 기둥의 정확탄성곡선을 해석하기 위하여 유도된 미분방정식을 수치해석하였다. 수치해석의 결과를 이용하여 기둥의 무차원 변수들이 정확탄성곡선에 미치는 영향을 분석하였다. 실험실 규모의 실험을 실시하여 이 연구에서 얻어진 수치해석의 결과를 검증하였다.

• 한국강구조학회 논문집
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• 제16권1호통권68호
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• pp.61-72
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• 2004

우리나라에서는 생산되는 I형강을 대상으로 비탄성 휨-뒤틀림 좌굴에 대하여 연구하였으며 잔류응력은 다항식형과 단순형으로 고려하였다. 또한 웨브의 면의 뒤틀림이 구속된 보의 비탄성 휨-비틀림 좌굴에 대해서도 알아보았다. 해석결과를 강구조편람의 허용 휨응력과 비교하였다. 균일한 휨을 받는 보의 경우는 비탄성 휨-비틀림 좌굴이 중요한 큰 영향을 미치지 않았으나, 중간 브레이싱이 없는 단지간 및 중지간보의 경우 강구조편람에 의한 설계는 과설계가 됨을 알 수 있었다.

• Steel and Composite Structures
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• 제15권4호
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• pp.399-423
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• 2013

In the present study, the thermal buckling behavior of functionally graded sandwich plates is studied using a new hyperbolic displacement model. Unlike any other theory, the theory is variationally consistent and gives four governing equations. Number of unknown functions involved in displacement field is only four, as against five in case of other shear deformation theories. This present model takes into account the parabolic distribution of transverse shear stresses and satisfies the condition of zero shear stresses on the top and bottom surfaces without using shear correction factor. Material properties and thermal expansion coefficient of the sandwich plate faces are assumed to be graded in the thickness direction according to a simple power-law distribution in terms of the volume fractions of the constituents. The core layer is still homogeneous and made of an isotropic material. The thermal loads are assumed as uniform, linear and non-linear temperature rises across the thickness direction. The results reveal that the volume fraction index, loading type and functionally graded layers thickness have significant influence on the thermal buckling of functionally graded sandwich plates.

• Structural Engineering and Mechanics
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• 제63권1호
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• pp.55-64
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• 2017

The paper concerns concrete carbonation, the phenomena that occurs in every type of climate, especially in urban-industrial areas. In European Standards, including Eurocode (EC) for concrete structures the demanded durability of construction located in the conditions of the carbonation threat is mainly assured by the selection of suitable thickness of reinforcement cover. According to EC0 and EC2, the thickness of the cover in the particular class of exposure depends on the structural class/category and concrete compressive strength class which is determined by cement content and water-cement ratio (thus the quantitative composition) but it is not differentiated for various cements, nor additives (i.e., qualitative composition), nor technological types of concrete. As a consequence the selected thickness of concrete cover is in fact a far estimation - sometimes too exaggerated (too safe or too risky). The paper presents the elaborated "self-terminated carbonation model" that includes abovementioned factors and enables to indicate the maximal possible depth of carbonation. This is possible because presented model is a hyperbolic function of carbonation depth in time (the other models published in the literature use the parabolic function that theoretically assume the infinite increase of carbonation depth value). The paper discusses the presented model in comparison to other models published in the literature, moreover it contains the algorithm of concrete cover design with use of the model as well as an example of calculation of the cover thickness.