• Journal of the Korean Society for Marine Environment & Energy
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• v.9 no.2
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• pp.79-84
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• 2006

The present study deals with the flow over a flat plate with repeated roughness elements of 2-dimensional rectangular shape, which can be applied into the study on the natural geographical roughness and the turbulent flow on roughened solid surface. Experiment was performed using PIV technique in the circulating water channel. Results showed that the flow over roughness elements was characterized by the high shear flow emanating from top of roughness element and the recirculating region formed at the trough of two roughness elements. In general, the ratio between the spacing and the height of roughness elements plays a crucial role in developing the flow pattern near wall surface.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.27 no.5
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• pp.413-420
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• 2014

The purpose of this study is to experimentally investigate the shear behavior of flat plate that reinforced by embedded GFRP(glass fiber reinforced polymer) plate with openings. Shape of the GFRP shear reinforcement is a plate with several openings to ensure perfect integration with concrete. The test was performed on 7 specimens to check shear strength of flat plate that reinforced by GFRP plate. The parameters include the spacing of the shear reinforcement and amount of the shear reinforcement. The result of test showed that when amount of shear reinforcement was increased, shear strength improved. The result of test showed that maximum shear strength was confirmed when spacing of shear reinforcement was 0.3d. The calculation of the shear strength of reinforced flat plate with GFRP plate based on the KCI was compared with the test results.

• Coupled systems mechanics
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• v.3 no.3
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• pp.305-318
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• 2014

The study deals with the physical modeling of a typical building frame resting on pile foundation and embedded in cohesive soil mass using complete three-dimensional finite element analysis. Two different pile groups comprising four piles ($2{\times}2$) and nine piles ($3{\times}3$) are considered. Further, three different pile diameters along with the various pile spacings are considered. The elements of the superstructure frame and those of the pile foundation are descretized using twenty-node isoparametric continuum elements. The interface between the pile and pile and soil is idealized using sixteen-node isoparametric surface elements. The current study is an improved version of finite element modeling for the soil elements compared to the one reported in the literature (Chore and Ingle 2008). The soil elements are discretized using eight-, nine- and twelve-node continuum elements. Both the elements of superstructure and substructure (i.e., foundation) including soil are assumed to remain in the elastic state at all the time. The interaction analysis is carried out using sub-structure approach in the parametric study. The total stress analysis is carried out considering the immediate behaviour of the soil. The effect of various parameters of the pile foundation such as spacing in a group and number piles in a group, along with pile diameter, is evaluated on the response of superstructure. The response includes the displacement at the top of the frame and bending moment in columns. The soil-structure interaction effect is found to increase displacement in the range of 58 -152% and increase the absolute maximum positive and negative moments in the column in the range of 14-15% and 26-28%, respectively. The effect of the soil- structure interaction is observed to be significant for the configuration of the pile groups and the soil considered in the present study.

• Journal of The Korean Society of Agricultural Engineers
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• v.59 no.5
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• pp.51-60
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• 2017

This research is a basic study to minimize the risk of disaster (earthquakes and landslides) for rural residential houses. In this study, three-dimensional numerical analysis was performed by varying the diameter (D), thickness (T) and the spacing of longitudinal members (C.T.C) of duralumin and galvanized steel pipe as the materials of main members in order to carry out the analysis of the dimension and the applied load of shelter for disaster prevention, and to evaluate the eligibility of members that can satisfy safety and usability. From the evaluation results of the member eligibility by the above numerical analysis, it was found that duralumin has a great influence on the member diameter (D) and thickness (T), and in the case of galvanized steel pipe, its spacing of longitudinal members has a huge amount of influence over the member force, so it is considered that the duralumin and galvanized steel pipe materials can be used as materials for the main members of disaster prevention shelters in terms of safety and usability.

• Polymer(Korea)
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• v.30 no.2
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• pp.129-134
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• 2006

Nanocomposites of polyurethane were prepared from inorganic nano particles, $Na^+-montmorillonite$ (MMT), silica, $CaCO_3$, and surface modified MMT and their properties were investigated. It was shown that the molecular weight and polydispenity of nanocomposites of polyurethane were 20000 to 28000 and 1.0 to 2.0, respectively. d-Spacing for nanocomposites of MMT were increased than that of pure MMT. Initial degradation temperature of nanocomposites were 250 to $280^{\circ}C$. And also, the range of weight loss for nanocomposites were decreased and the end of thermal degradation was observed at higher temperatures about $50^{\circ}C$. The elongation at break for $CaCO_3$ filled nanocomposites were the highest among the nanocomposites used in this study. studied. It was found that the tensile strength increased with increasing the filler contents while the silica nanocomposite exhibited the lowest increase and the $CaCO_3$ nanocomposite the highest.

• Journal of the Korean Institute of Intelligent Systems
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• v.19 no.2
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• pp.230-235
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• 2009

This paper describes an automatic finite element mesh generation for finite element analysis of three-dimensional structures. It is consisting of fuzzy knowledge processing, bubble meshing and solid geometry modeler. This novel mesh generation process consists of three subprocesses: (a) definition of geometric model, i.e. analysis model, (b) generation of bubbles, and (c) generation of elements. One of commercial solid modelers is employed for three-dimensional solid structures. Bubble is generated if its distance from existing bubble points is similar to the bubble spacing function at the point. The bubble spacing function is well controlled by the fuzzy knowledge processing. The Delaunay method is introduced as a basic tool for element generation. Automatic generation of finite element for three-dimensional solid structures holds great benefits for analyses. Practical performances of the present system are demonstrated through several mesh generations for 3D geometry.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.28 no.4
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• pp.232-239
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• 2016

In this study, the two-way coupled analysis method of LES-WASS-2D and DEM has been newly developed to review numerically wave attenuation due to behavior of vegetation zone could not yet applied in numerical analysis. To verify the applicability, two-way coupled analysis method is analyzed comparing to the experimental result about characteristics of wave attenuation using vegetation. Numerically analyzed behavior and characteristics of wave attenuation according to height length, distribution length, spacing of vegetation zone and incident wave conditions. It was confirmed to be effective of 3~4% wave attenuation were increased height length and distribution length, narrowed spacing of vegetation. Finally, this study is applicable to behavior and wave attenuation prediction of vegetation zone.

• Proceedings of the Korean Institute of Information and Commucation Sciences Conference
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• v.9 no.1
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• pp.788-791
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• 2005

In this paper, We propose performance of improvement method for eHDR-WPAN system using Interleaver. Burst error pattern caused by fading in indoor wireless channel. for the reason, using of Interleave method (make burst error to random error) can be enhance to error-rate in system. This paper is used Convolutional, Block, Random Interleaver. We make use of 9 and 27 for symbol spacing. Block-Interleaver is show that performance about 0.6dB of E$_b$/N$_o$ at $10^{-4}$. In result, the suitable Interleaver for eHDR-WPAN system is Block Interleaver of 9 symbol spacing.

• Proceedings of the Korean Vacuum Society Conference
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• 2013.08a
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• pp.118-118
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• 2013

DMM은 방사광가속기의 백색광으로부터 단색광을 추출하기 위해 두 개의 다층 박막 (multilayer) 거울을 사용하는데, 첫 번째 거울은 Bragg 반사를 통해 분광을 하여 단색광을 생산하는 용도이고, 두 번째 거울은 이 단색광을 반사시켜 지면과 평행하게 출사되게 하기 위함이다. 일반적으로 사용되는 DCM (Double Crystal Monochromator)과의 차이점은, Bragg 반사를 위해 DCM에서는 결정을 사용하는 반면 DMM은 밀도차이가 많이나는 두 종류의 물질을 교대로 쌓아 올린 다층 박막을 사용한다는 것이다. 다층 박막의 주기가 곧 Bragg 반사에서의 d-spacing이 되며, X-선 분광의 목적으로 사용되는 d-spacing은 10-50 $\AA$ 사이이다. DCM이 0.01% 대의 우수한 에너지 분해능을 보이는데 비해, DMM은 1% 정도이다. 이 때문에 출사광의 밝기가 DCM에 비해 100배 밝은 특징이 있어서 에너지 분해능보다 광량이 더 중요한 응용에서 DMM이 사용된다. X-선 영상이나 방사선치료가 바로 이러한 응용에 해당한다. DMM은 포항가속기연구소와 (주) 벡트론에서 공동 설계하였으며, (주)벡트론에서 제작하였다. 그림 1에 DMM의 외형과 내부 구조를 나타내었다. Bragg 각의 조절 범위는 0.24-0.9도 이다. 입사광과 출사광의 수직 방향 offset을 10 mm로 유지하기 위해 두 번째 다층 박막이 수평방향으로 1,000 mm 가량 이동할 수 있어야 한다. 이를 위해 두 대의 고니오미터 stage를 사용하여 각각 첫 번째 및 두 번째 다층 박막의 위치와 방향을 제어한다. 첫 번째 다층 박막을 제어하는 고니오미터 stage는 하부가 전체 프레임에 고정되어 있고, 이 고니오미터의 회전축에서 Bragg 각을 조절한다. 두 번째 다층 박막을 제어하는 고니오미터 stage는 높이방향과 수평방향으로 이동이 가능하다. 다층 박막의 pitch는 고니오미터의 회전축에서 조절한다. 그리고 tilt stage를 사용하여 다층 박막의 roll을 조절한다.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.10 no.9
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• pp.2183-2188
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• 2009

This paper describes an automatic mesh generation system for finite element analysis of three-dimensional cracks. It is consisting of fuzzy knowledge processing, bubble meshing and solid geometry modeler. This novel mesh generation process consists of three sub-processes: (a) definition of geometric model, i.e. analysis model, (b) generation of bubbles, and (c) generation of elements. One of commercial solid modelers is employed for three-dimensional crack structures. Bubble is generated if its distance from existing bubble points is similar to the bubble spacing function at the point. The bubble spacing function is well controlled by the fuzzy knowledge processing. The Delaunay method is introduced as a basic tool for element generation. Practical performances of the present system are demonstrated through several mesh generations for 3D cracks.