• Title/Summary/Keyword: 기둥배열

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고감도 화학물질 검출을 위한 대면적 Ag 코팅 고분자 나노기둥 SERS 활성 기판 제작

  • Im, Ha-Na;Kim, An-Na;Lee, Ho-Nyeon;Kim, Hyeon-Jong
    • Proceedings of the Korean Institute of Surface Engineering Conference
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    • 2018.06a
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    • pp.92.1-92.1
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    • 2018
  • 표면증강 라만 산란(Surface Enhancement Raman Scattering, SERS) 기판의 경우, 규칙적인 배열을 갖는 나노구조 및 나노패턴 기판과 금속 나노구조의 고밀도 패킹이 고감도 화학물질 검출에 중요하다. 또한 폭넓은 응용 가능성에도 불구하고 기판 제작의 비용이 높고 재현성이 떨어져 상용화에 어려움을 겪고 있다. 본 연구에서는 다공성 알루미나(Anodic Aluminum Oxide, AAO)를 사용하여 Ag 나노입자가 코팅된 나노기둥 배열(Nanopillar array)을 갖는 고분자 필름의 SERS-active 기판을 제작하여 공정비용을 낮추고, 대면적화로 생산성을 높이고자 한다. 다단계 양극산화 공정과 복제 기술을 통해 다양한 지름과 높이를 갖는 맥주병 형상의 나노기둥 배열을 제조하였고, aspect ratio가 2.3인 나노기둥 배열에서 최대의 SERS 신호 강도와 높은 재현성을 확인하였다. SERS 신호의 세기는 Ag 나노입자가 코팅된 나노기둥 배열의 열처리 온도와 분석 물질의 농도에 따라 비례하며 이를 바탕으로 정량적인 고감도 진단, 바이오 화학 물질 센서에 매우 적합함을 알 수 있다.

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Numerical Analysis of Four Circular Columns in Square Array and Wave Interaction (파랑과 정사각형 배열의 원형 기둥 구조물의 상호작용 수치해석)

  • Song, Seongjin;Park, Sunho
    • Journal of the Korean Society of Marine Environment & Safety
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    • v.23 no.5
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    • pp.558-565
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    • 2017
  • Accurate prediction of wave-structure interactions is important in the safety and design cost effectiveness of fixed and floating offshore structures exposed to extreme environmental conditions. In this study, regular waves and circular column structure interactions for four circular columns in regular waves are analyzed. To simulate 3D two-phase flow, open source computational fluid dynamics libraries, called OpenFOAM, were used. When the four circular columns are arranged in a square array, the interactions according to the incident slopes of the regular waves are analyzed. The wave run-up in the circular column surface was compared according to the slope of the incident wave. It was confirmed that high amplitude waves are generated between the circular columns due to the interaction between the circular column and the incident wave. It is expected that this analytical result will be used as the basic data of the study on the air gap due to the interaction between the structure and incident wave.

레이저 간섭 리소그래피를 이용한 2차원 나노 패턴 형성 및 수열합성법을 이용한 ZnO 나노 기둥 2차원 Bravais 격자 제조

  • Kim, Jin-Hyeok;Kim, Tae-Eon;Kim, Jin-A;Mun, Jong-Ha
    • Proceedings of the Materials Research Society of Korea Conference
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    • 2009.05a
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    • pp.51.2-51.2
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    • 2009
  • 본 실험에서는 레이저 간섭 리소그래피를 이용한 2차원 나노 패턴을 형성하였고, 수열합성법을 이용하여 90 도에서 ZnO 나노 기둥을 ZnO/Si 기판 상에 제작 하였다. ZnO 버퍼층은 스퍼터를 이용하여 200도, Ar 분위기에서 증착 하였으며, 레이저 간섭 리소그래피를 이용하여 두 번의 노광을 통해 2차원 나노 패턴을 형성하였다. 먼저, 최적화된 포토레지스트를 ZnO/Si 기판 위에 도포하고, 2500rpm에서 30초간 스핀코팅 한 후, 첫번째 노광을 실시 하였고, ZnO/Si 기판을 회전시켜 첫번째 노광과 교차 시킨 다음 두 번째 노광을 통해 교차하는 부분만 현상되도록 하였다. 기판의 회전 및 기판과 입사 레이저 사이의 각도를 조절하여 제작된 나노 패턴의 종류는 square lattice, centered rectangular lattice, oblique lattice, hexagonal lattice, rectangular lattice, 5가지로, 2차원의 모든 격자를 제작 하였다. 저온 수열합성법에서는 Na citrate를 형상제어제 (surfactant ions)로 사용하여 ZnO 나노 기둥을 형성하였다. $NH_4OH$를 이용하여 용액의 pH를 조절하였고, Zn nitrate hexahydrate를 Zn의 원료 물질로 사용하였다. 2차원 나노 패턴의 3차원 형태는 Atomic force microscopy (AFM, Veeco instruments, USA)를 이용하여 접촉 모드에서 관찰하였고, ZnO 나노 구조는 주사 전자 현미경 (FE-SEM, Model: JSM-6701F, Tokyo, Japan) 를 통하여 분석 하였다. 나노 패턴의 AFM 분석 결과 ZnO/Si 기판상에 포토레지스트가 주기적인 배열을 가지는 것을 확인하였고, ZnO/Si 기판상에 포토레지스트가 완전히 현상된 부분이 일정한 배열을 가지는 것을 확인하였다. 포토레지스트가 현상되어 기판의 표면이 드러난 부분의 크기는 약 250nm로 측정되었다. ZnO 나노 구조의 FE-SEM 분석 결과, 각각의 나노 구조가 나노패턴 중 완전히 현상된 부분만을 통하여 성장되었다는 것을 확인하였고, 형상 제어제로 사용된 Na citrate의 첨가 여부에 따라 나노 구조의 모양이 변화되었다는 것을 알 수 있었다. Na citrate 가 첨가된 나노 기둥의 경우 약 500nm의 길이를 가지는 하나의 기둥 형태로 성장하였다는 것을 확인하였다.

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Regular Polyprism Parallel Coordinate Plot as a Statistical Graphics Tool (통계적 그래픽스 도구로서의 정다각기둥평행좌표그림)

  • Jang, Dae-Heung
    • The Korean Journal of Applied Statistics
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    • v.21 no.4
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    • pp.695-704
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    • 2008
  • The parallel coordinate plot is a graphical data analysis technique for plotting multivariate data. The parallel coordinate plot overcomes the visualization problem of the Cartesian coordinate system for dimensions greater than 4. But, using different ordering of coordinate axes in the parallel coordinate plot of the same data may make different interpretations. Hence, we can use the regular polyprism parallel coordinate plot as an alternative for overcoming the variable arrangement problem of the parallel coordinate plot.

Arrangement of Connections and Piers and Earthquake Resistant Capacity of Typical Bridges (연결부분 및 교각의 배열과 일반교량의 내진성능)

  • Kook, Seung-Kyu
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.28 no.2
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    • pp.207-212
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    • 2015
  • Bridges are designed and constructed as infrastructures in order to overcome topographical obstructions for fast and smooth transfer of human/material resources. Therefore the shape and size of piers constructed along the longitudinal bridge axis should be restricted by topographical conditions. Action forces of connections and piers are affected by pier shapes and sizes together with connection arrangement which decides load carrying path under earthquakes. In this study a typical bridge is modelled with steel bearings and reinforced concrete piers and seismic analyses are performed with analysis models with different arrangement of steel bearings and piers. From analysis results ductile failure mechanisms for all analysis models are checked based on strength/action force ratios of steel bearings and pier columns. In this way the influences of arrangement of connections and piers on the earthquake resistant capacity of typical bridges are figured out in view of forming ductile failure mechanism.

Effect of Drift Pin Arrangement for Strength Property of Glulam Connections (드리프트 핀의 배열 형태가 집성재 접합부의 회전 거동 및 강도 성능에 미치는 영향)

  • Lee, In-Chan;Park, Chun-Young;Lee, Jun-Jae
    • Journal of the Korean Wood Science and Technology
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    • v.35 no.3
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    • pp.10-21
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    • 2007
  • It is necessary to study about moment performance of glulam-dowel connections which had been applied rotation. To analyze and predict the moment performance, angled to grain load was replaced with parallel to grain load and perpendicular to grain load. The dowel bending strength and dowel bearing strength were tested. And tensile strength test for connections of two different end distances was performed. Specimens of rotation test were composed with different drift pin numbers and drift pin arrangement. Connection deformation was occurred by plastic behavior of drift pin after yield when tensile load applied at connection. And the absorbing drift pin deflection by end distance continued the connection deformation. When rotation applied at connection that 2 drift pins were arranged parallel to grain (b2h), it showed similar performance with tensile perpendicular to grain. And connection that 2 drift pins were arranged perpendicular to grain (b2v) showed similar performance with tensile parallel to grain. Connection capacity that 4 drift pins were arranged rectangular (b4) showed 1.7 times as strong as connection that 2 drift pins were arranged parallel to grain (b2h). These results agreed predicted values and it is available that rotation replaced with tensile load.

Confinement Effects of High Strength Reinforced Concrete Tied Columns (고강도 철근콘크리트 띠철근 기둥의 구속효과)

  • 신성우;한범석
    • Journal of the Korea Concrete Institute
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    • v.14 no.4
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    • pp.578-588
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    • 2002
  • An experimental study was conducted to investigate the effectiveness of transverse reinforcement in reinforced concrete tied columns subjected to monotonically increasing axial compression. Eighteen large-scale columns(260$\times$260$\times$1200 mm) were tested. Effects of main variables such as the concrete compressive strength, the tie configuration, the transverse reinforcement ratio, the tie spacing, and the spatting of the concrete cover were considered. High-strength concrete columns under concentric axial loads show extremely brittle behavior unless the columns are confined with transverse reinforcement that can provide sufficiently high lateral confinement pressure There is a consistent decrease in deformability of column specimen with increasing concrete strength. Test results were compared with the previous confinement model such as modified Kent-Park, Sheikh-Uzumeri, Mander, and Saatcioglu-Razvi model. The comparison indicates that many previous models for confined concrete overestimate or underestimate the ductility of confined concrete.

Formation of Indium Bumps on Micro-pillar Structures through BCB Planarization (BCB 평탄화를 활용한 마이크로 기둥 구조물 위의 인듐 범프 형성 공정)

  • Park, Min-Su
    • Journal of the Microelectronics and Packaging Society
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    • v.28 no.4
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    • pp.57-61
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    • 2021
  • A formation process of indium bump arrays on micro-pillar structures is proposed. The space to form indium bump on the narrow structures can be secured applying the benzocyclobutene (BCB) planarization and its etch-back process. We exhibit a detailed overview of the process steps involved in the fabrication of 320×256 hybrid camera sensor for short-wavelength infrared (SWIR) detection. The shear strength of the BCB, which has undergone the different processes, is extracted by quartz crystal microbalance measurement. The shear strength of the BCB is three orders of magnitude higher than that of the indium bump itself. The measured dark current distribution of the fabricated SWIR camera sensor indicates the suggested process of indium bumps can be useful for embodying highly sensitive infared camera sensors.