• Title/Summary/Keyword: 표면변위

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Evaluation of the Mechanical Properties of Electroformed Multi-nano Layers by the Dynamic-Nano Indentation Method (동적 나노압침법과 유한요소 해석에 의한 전주된 Invar-Cu 복합 박막층의 기계적 특성 평가)

  • Gang, Bo-Gyeong;Han, Sang-Seon;Choe, Yong
    • Proceedings of the Korean Institute of Surface Engineering Conference
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    • 2016.11a
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    • pp.201.1-201.1
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    • 2016
  • 전주된 Invar (Fe-35%Ni) 박판 위에 증착된 Cu 박막은 스퍼터 전력량이 증가할수록 증착속도가 증가하였다. Cu/Invar 박판이 Invar 박판보다 면저항 값이 34%로 작았다. Invar 박판 위에 Cu가 증착되면 최대자화와 투자율은 각각 40.3, 65.0 [%] 감소하였다. Cu 박막의 탄성하강강성도, 마찰계수, 피로한계는 각각 45, 0.130, 0.093 이었다. 동적 나노 압침법으로 얻은 Invaar/Cu 박막의 하중-시간-변위 곡선의 가장 큰 차이는 탄성하강강성도(elastic stiffness) 이었다. 미세경도와 나노경도의 실험적 관계식은 $Y[GPa]=9.18{\times}10^{-3}X[Hv]$ 이었다. 나노압침선단의 하중분포를 이차원 선형 및 비선형 유한요소해석을 통하여 1.0 [mN] 의 정적하중을 가한 Cu 박막은 486 [mN] 으로 예측되었다. 이는 표면탐침현미경으로 관찰한 압흔의 변형정도와 유사한 경향을 보였다.

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Finite Element Simulation of Laser-Generated Ultrasound and Interaction with Surface Breaking Cracks (유한요소법을 이용한 레이저 유도 초음파와 표면 균열과의 상호작용 모델링)

  • Jeong, Hyun-Jo;Park, Moon-Cheol
    • Journal of the Korean Society for Nondestructive Testing
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    • v.24 no.3
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    • pp.259-267
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    • 2004
  • A finite element method is used to simulate interaction of laser-based ultrasounds with surface breaking tracks in elastic media. The laser line source focused on the surface of semi-infinite medium is modeled as a shear dipole in 2-D plane strain finite elements. The shear dipole-finite clement model is found to give correct directivity patterns for generated longitudinal and shear waves. The interaction of surface waves with surface breaking cracks (2-D machined slot) is considered in two ways. Both the source and receiver are fixed with respect to the cracks in the first case, while the source is moving in another case. It is shown that the crack depth tested in the range of 0.3-5.0mm $({\lambda}_R/d=0.21{\sim}3.45)$ can be measured using the corner reflected waves produced by the fixed laser source. The moving laser source is found to cause a large amplitude change of reflected waves near crack, and the crack whose depth is one order lower than the wavelength ran be detected from this change.

An Inverse Boundary Element Method for Finding Boundary Tractions of an Elastic Body (탄성체의 경계 하중을 구하기 위한 역경계요소법)

  • Lee, Sang-Hoon;Kim, Hyun-Gyu
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.22 no.3
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    • pp.223-229
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    • 2009
  • Most of structural analyses are concerned with the deformation and stress in a body subjected to external loads. In many fields, however, the interpretation of inverse problems is needed to determine surface tractions or internal stresses from measured displacements. In this study, the inverse processes by using the boundary element method are formulated for the evaluation of boundary tractions from displacements measured on a remote surface. Small errors in measured displacements often result in a substantial loss of accuracy of an inverse system. Numerical results show that the error in reconstructed tractions by using the inverse boundary element methods is sensitive to measurement location and noise.

Study on Pullout Behavior of Pipe Anchor (파이프형 앵커의 인발거동에 대한 연구)

  • Bae, Wooseok;Lee, Bongjik;Kwon, Youngcheul;Lee, Jundae
    • Journal of the Korean GEO-environmental Society
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    • v.9 no.1
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    • pp.5-10
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    • 2008
  • In this study, laboratory model test was performed to estimate pullout behavior of pipe type anchor with surface roughness, embedment and diameter. The design of buried pipe anchors in areas of vertical ground movement is governed, in part, by magnitude of the forces imposed on the pipe and displacements at which they are developed. In this paper, uplift resistance and displacement characteristics of pipe anchors caused by ground condition and embedment ratio, surface roughness, pipe diameter through the analysis of pipe anchor model test were compared and analyzed. The test results of the buried pipe showed that as the relative density increases, ultimate uplift resistance increase in 20%. When pipe anchor is failed with the relative density of the ground, the change of surface roughness, it was shown that the deformation increases as the ratio of penetration increases from 2 to 8 in five times approximately. And most anchor-based theories overestimate the breakout factor.

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A Study on Elastic Guided Wave Modal Characteristics in Multi-Layered Structures (적층내 탄성 유도초음파의 모드 특성에 관한 연구)

  • Cho, Youn-Ho;Lee, Chong-Myoung
    • Journal of the Korean Society for Nondestructive Testing
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    • v.28 no.2
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    • pp.211-216
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    • 2008
  • In this study, we have developed a program which can calculate phase and group velocities, attenuation and wave structures of each mode in multi-layered plates. The wave structures of each mode are obtained, varying material properties and number of layers. The key in the success of guided wave NDE is how to optimize the mode selection scheme by minimizing energy loss when a structure is in contact with liquid. In this study, the normalized out-of-plane displacements at the surface of a free plate are used to predict the variation of modal attenuation and verily the correlation between attenuation and wave structure. It turns out that the guided wave attenuation can be efficiently obtain from the out-of-plane displacement variation of a free wave guide alleviating such mathematical difficulties in extracting complex roots for the eigenvalue problem of a liquid loaded wave guide. Through this study, the concert to optimize guided wave mode selection is accomplished to enhance sensitivity and efficiency in nondestructive evaluation for multi-layered structures.

Evaluation of the Fatigue Behavior before and after Wall Thickness Penetration in Carbon Steel Pipes with Circumferential Part Through-Wall Surface Crack (원주방향 미관통 표면결함을 가지는 탄소강 배관의 두께관 통전.후의 피로거동 평가)

  • Seok-Hwan AHN
    • Journal of the Korean Society of Fisheries and Ocean Technology
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    • v.36 no.2
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    • pp.147-154
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    • 2000
  • 실온 대기 중에서 탄소강배관(STS370)의 피로시험을 행하였다. 배관에는 외부결함을 인공적으로 상정하여, 피로균열진전 및 관통의 거동, 균열형상, 누설 및 파단수명, 균열개구변위를 실험과 이론의 양면으로부터 비교·검토하였다. 특히, 배관의 벽두께 관통후에 있어서의 응력확대계수를 평가하기 위하여 새로운 식을 제안하였다. 피로균열이 관벽을 관통하기 전에 있어서는 판모델에 의한 Newman-Raju의 응력확대계수 평가식을 이용하므로서 aspect비와 누설수명 등 관통전의 피로균열성장거동을 평가할 수 있음을 나타내었다. 또한, 피로균열이 관벽을 관통한 후에 있어서는 본 논문에서 제안한 배관모델에 의한 응력확대계수의 평가식을 이용하여 관통후의 균열형상, 파단수명 및 균열개구변위 등 관통후의 피로균열성장거동을 평가하였다.

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Computation of Fluid-Structure Interaction on a Blade Used in Wind Power (풍력발전용 블레이드의 유동/구조 연성해석)

  • Kim, Yun-Gi;Kim, Kyung-Chun
    • 한국신재생에너지학회:학술대회논문집
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    • 2005.11a
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    • pp.698-701
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    • 2005
  • 본 연구에서는 풍력발전용 블레이드에 대한 일방향 유동/구조 연성해석을 하였다. 계산에 사용된 모델은 100kW급 풍력발전기 블레이드이며 정격용량은 42rpm이다. 유동영역에 대한 계산은 블레이드 표면에 작용하는 압력데이터를 얻기 위하여 행해지고 구조해석에서는 같은 모델에 대하여 얻어진 압력데이터를 하중조건으로 적용하여 풍력발전기의 변위 및 최대응력값을 계산한다. 계산결과 최대응력이 발생하는 지점은 날개의 후면 허브부분인 것으로 나타났다. 입구속도가 증가할수록 전면과 후면에 작용하는 압력차로 인해 출력과 최대변위는 포물선 형태로 증가함을 알 수 있었다.

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Boundary Element Analysis of Elastic-Viscoelastic Compound Structure (탄성-점탄성 복합구조체의 경계요소해석)

  • 이상순;김태형
    • Computational Structural Engineering
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    • v.8 no.2
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    • pp.147-151
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    • 1995
  • The time-domain boundary element analysis has been attempted for investigating the displacement and stress in an elastic-viscoelastic compound structure. The subdomain technique has been employed and the whole domain has been divided into two subdomains, which are respectively a homogeneous elastic zone and a homogeneous viscoelastic zone. The boundary element equation has been formulated using the equilibrium and continuity conditions at the common interface. The numerical results of example problem has been presented.

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Modeling and Analysis of Diffuse-type Optical Triangulation Displacement Sensor (난반사형 광삼각법 변위 센서의 모델링 및 거동 해석)

  • 오세백;김경찬;김수현
    • Proceedings of the Korean Society of Precision Engineering Conference
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    • 2000.11a
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    • pp.43-46
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    • 2000
  • Optical triangulation displacement sensors(0TDSs) are widely used for their simple struchlre, high resolution, and long operating range. However, there are several factors that must be taken into account in order to obtain high accuracy and reliability Measurement errors from inclinations a? an object surface, prohe signal fluctuations generated by speckle effects. power vanation of a light source, electronic noises, and so on. Previous models of OTDSs can not show reasonable behavior as change of surface inclination and shape of light intensity distribution on the detector. In this paper, we propose a new and reasonable modeling for diffise-type OTDSs based on a geometrical optics. To verify propriety of new modeling, we take basic experiments. Shape of light intensity distribution is asymmetric in both simulation result and experimental result. Both simulation result and experimental result show same tendency of light intensity distribution movement as changing surface inclination

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Design of Mobile Antenna Element for DBS (이동체 탑재에 적합한 DBS 수신용 안테나 소자 설계)

  • Lee Yong-Ki;Kim Sung-Nam;Kim Young-Sik;Cheon Chang-Yul
    • 한국정보통신설비학회:학술대회논문집
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    • 2003.08a
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    • pp.12-15
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    • 2003
  • 이동체 탑재형 안테나는 특성상 소형화 및 신호 추적 시간 단축이 중요한 요소이다. 이러한 특성은 위상변위기를 이용한 전자적인 빔 조향 방식으로 한층 더 보완할 수 있다. 현재 이동체에서 주로 사용되고 있는 DBS (Direct Broadcasting Satellite) 수신용 안테나는 패치 및 슬롯 형태의 안테나 소자를 배열하여 사용한다. 하지만 이러한 안테나 소자는 전방위각에 대해 인공위성 방향(앙각 45도)에서 이득 손실이 있기 때문에 위상변위기를 이용한 빔 조향 방식에서 사용하기에는 문제점을 가지고 있다. 따라서 모든 방위각에 대해 앙각 45도에서 최대 이득 특성을 갖는 안테나 소자를 이용해 이득 손실을 줄이는 것은 큰 의미가 있다. 본 논문에서는 monopole 주변에 PBG(Photonic Band Gap) 구조를 구현함으로써 표면파를 억제하여 앙각 45도 방향에서 최대 이득 특성을 보이는 안테나 소자를 제안한다.

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