• Title/Summary/Keyword: Constant height mode

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A High-speed Atomic Force Microscope for Precision Measurement of Microstructured Surfaces

  • Cui, Yuguo;Arai, Yoshikazu;Asai, Takemi;Ju, BinFeng;Gao, Wei
    • International Journal of Precision Engineering and Manufacturing
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    • v.9 no.3
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    • pp.27-32
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    • 2008
  • This paper describes a contact atomic force microscope (AFM) that can be used for high-speed precision measurements of microstructured surfaces. The AFM is composed of an air-bearing X stage, an air-bearing spindle with the axis of rotation in the Z direction, and an AFM probe unit. The traversing distance and maximum speed of the X stage are 300 mm and 400 mm/s, respectively. The spindle has the ability to hold a sample in a vacuum chuck with a maximum diameter of 130 mm and has a maximum rotation speed of 300 rpm. The bandwidth of the AFM probe unit in an open loop control circuit is more than 40 kHz. To achieve precision measurements of microstructured surfaces with slopes, a scanning strategy combining constant height measurements with a slope compensation technique is proposed. In this scanning strategy, the Z direction PZT actuator of the AFM probe unit is employed to compensate for the slope of the sample surface while the microstructures are scanned by the AFM probe at a constant height. The precision of such a scanning strategy is demonstrated by obtaining profile measurements of a microstructure surface at a series of scanning speeds ranging from 0.1 to 20.0 mm/s.

Dynamic response of empty steel tanks with dome roof under vertical base motion

  • Virella, Juan C.;Godoy, Luis A.
    • Steel and Composite Structures
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    • v.9 no.2
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    • pp.119-130
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    • 2009
  • This paper reports results of the structural response of empty steel tanks under vertical ground motions. The tanks are modeled using a finite element discretization using shell elements, and the vertical motion is applied and analyzed using nonlinear dynamics. Several excitation frequencies are considered, with emphasis on those that may lead to resonance of the roof. The computational results illustrate that as the base motion frequency is tuned with the frequency of the first roof-mode of the tank, the system displays large-amplitude displacements. For frequencies away from such mode, small amplitude displacements are obtained. The effect of the height of the cylinder on the dynamic response of the tank to vertical ground motion has also been investigated. The vertical acceleration of the ground motion that induces significant changes in the stiffness of the tank was found to be almost constant regardless of the height of the cylinder.

An investigation on the ground collapse mechanism induced by cracks in a non-pressurized buried pipe through model tests (모형시험을 통한 비압력 지중관거 균열로 인한 지반함몰 메커니즘 연구)

  • Kim, Yong-Key;Nam, Kyu-Tae;Kim, Ho-Jong;Shin, Jong-Ho
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.20 no.2
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    • pp.235-253
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    • 2018
  • Groundwater flow induced by cracks in a buried pipe causes ground loss in the vicinity of it which can lead to underground cavities and sinkhole problems. In this study, the ground collapse mechanism and the failure mode based on an aperture in the pipe located in cohesionless ground were investigated through a series of physical model studies. As the influence parameters, size of the crack, flow velocity in the pipe, groundwater level, ground cover depth and ground composition were adopted in order to examine how each of the parameters affected the behavior of the ground collapse. Influence of every experimental condition was evaluated by the final shape of ground failure (failure mode) and the amount of ground loss. According to the results, the failure mode appeared to be a 'Y' shape which featured a discontinuous change of the angle of erosion when a groundwater level was equal to the height of the ground depth. While in the case of a water table getting higher than the level of ground cover depth, the shape of the failure mode turned to be a 'V' shape that had a constant erosion angle. As the height of the ground depth increased, it was revealed that a mechanism where a vertically collapsed area which consisted of a width proportional to the ground height and a constant length occurred was repeated.

Suppression of leakage and crosstalk in millimeter-wave flip-chip packages (밀리미터파 플립 칩 실장구조에서의 누설파와 간섭효과 억제방법)

  • 이계안;이해영
    • Journal of the Korean Institute of Telematics and Electronics D
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    • v.35D no.4
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    • pp.40-46
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    • 1998
  • Leakage phenomena of flip-chip structures on common GaAs and alumina main substrates are characterized using the spectral domain approach to reduce the possible chip-to-chip crosstald and transmission resonance. We have found taht the longitudinal section magnetic mode is dominant for the coplanar waveguide leakage andthe leakage can be suppreassed by properly managing the gap height and the main substrate thickness in addition to the dielectric constant. These calculation results will be helpful for designing and flip-chip packagaing of high-frequency integrated circuits.

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Analysis of the Shielded Suspended Substrate Strip Transmission Line (차폐된 서스펜디드 섭스트레이트 스트립 전송선 해석)

  • 황정섭;백경훈;이상설
    • Journal of the Korean Institute of Telematics and Electronics A
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    • v.31A no.2
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    • pp.53-59
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    • 1994
  • The characteristics of the shielded suspended substrate strip transmission line(SSSL) are analyzed by the point matching method and the variational method in Quasi-TEM mode. The accuracy of this solution is confirmed by analyzing and comparing this solution with the empirical solution obtained from the same dimension. The characteristic impedance and the effective dielectric constant are also studied by increasing the air-layer height of SSSL.

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Fabrication of the photon scanning tunneling microscope with constant intensity mode (일정광량 방식의 광자주사현미경 제작)

  • Kim, Ji-Taek;Choi, Wan-Hae;Jo, Jae-Heung;Chang, Soo;Kim, Dal-Hyun;Koo, Ja-Yong;Chung, Seung-Tae
    • Korean Journal of Optics and Photonics
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    • v.10 no.3
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    • pp.195-200
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    • 1999
  • We made sharp optical fiber tips with less than 100 nm diameter by using the heating and pulling method with a good repetition and fabricated the photon scanning tunneling microscope (PSTM) using constant intensity mode. The 3-dimensional PZT (Piezoelctric transducer) scanner made of a long PZT tube is consisted of three divided parts, that is, a pair of $\pm$ x and a pair of $\pm$y scanning parts and a z scanning part for the fine approach and scanning. The scanning dimension is 1.43 $\mu\textrm{m}$$\times$1.76 $\mu\textrm{m}$. The height of a optical tip to maintain a constant height within $1/{\lambda}_0$ (${\lambda}_0$ is the incident wavelength) from surface of a specimen to a optical tip is controlled automatically by using the electric feedback circuit. The 3-dimensional shape of standing evanescent waves generated on the surface of a dove prism was measured successfully by using the constant intensity mode PSTM.

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Dynamic Properties of Tiny Piezoelectric linear Motor by Applied Voltage (인가 전압에 따른 초소형 압전 리니어 모터의 동특성)

  • Yoo, Kyoung-Ho;Ko, Hyun-Phill;Kang, Chong-Yun;Kim, Hyun-Jai;Ko, Tae-Kuk;Yoon, Seok-Jin
    • Proceedings of the Korean Institute of Electrical and Electronic Material Engineers Conference
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    • 2005.07a
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    • pp.62-63
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    • 2005
  • Recently, a tiny piezoelectric linear motor using a vibration made of the transducer has been invented. The motor consists of a shaft, mobile element, and piezoelectric transducer using a piezoelectric radial mode bimorph disk. The fringe of the bimorph disk is fixed firmly which means this area has no degree of freedom. Therefore, the radial mode of the tranducer transfers to the flexurd mode. The mobile elements move along the shaft by the impact force generated by the flexurd mode of the piezoelectric transducer. The piezoelectric ceramic disks have thickness of 0.1 mm and diameter of 3.5 mm. The elastic disk is introduced between two disks of the ceramic, which has thickness of 0.1 mm and diameter of 3.8 mm. The fringe of the elastic disk is fixed by a brass cylinder which height is 1.2 mm. The Pyrex shaft is used which has diameter of 1 mm and height of 10 mm. The motors are operated at their resonant frequencies. The dynamic properties of the motor have been intensively measured and analyzed according to the applied voltage wave forms at the resonant frequencies. As the sawtooth and rectangular voltage waves are applied, the velocity, the thrust force, and the velocity dependence of the mobile position are measured. The dynamic characteristics are also analyzed within a period of each wave using laser vibrometer. The velocity of the mobile is moderately constant along the shaft. The better dynamic characteristics are obtained in the case of applying the rectangular wave.

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Characterization of Coarse, Fine, and Ultrafine Particles Generated from the Interaction between the Tire and the Road Pavement (차량 주행 시 타이어와 도로의 경계면에서 발생하는 조대입자, 미세입자 및 초미세입자의 특성 연구)

  • Kwak, Jihyun;Lee, Sunyoup;Lee, Seokhwan
    • Journal of Korean Society for Atmospheric Environment
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    • v.29 no.5
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    • pp.656-667
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    • 2013
  • The non-exhaust coarse, fine, and ultrafine particles were characterized by on-road driving measurements using a mobile sampling system. The on-road driving measurements under constant speed driving revealed that mass concentrations of roadway particles (RWPs) were distributed mainly in a size range of 2~3 ${\mu}m$ and slightly increased with increasing vehicle speed. Under braking conditions, the mode diameters of the particles were generally similar with those obtained under constant speed conditions. However, the PM concentrations emitted during braking condition were significantly higher than those produced under normal driving conditions. Higher number concentrations of ultrafine particles smaller than 70 nm were observed during braking conditions, and the number concentration of particles sampled 90 mm above the pavement was 6 times higher than that obtained 40 mm above the pavement. Under cornering conditions, the number concentrations of RWPs sampled 40 mm above the pavement surface were higher than those sampled 90 mm above the pavement. This might be explained that a nucleation burst of a lot of vapor evaporated from the interaction between the tire and the road pavement under braking conditions continuously occurred by cooling during the transport to the sampling height 90 mm, while, for the case of cornering situations, the ultrafine particle formation was completed before the transport to the sampling height of 40 mm.

High-Density Quantum Nanostructure for Single Mode Distributed Feedback Semiconductor Lasers by One-Step Growth (단일 공정에 의한 고효율 단일모드 반도체 레이저 구조 제작을 위한 고밀도 양자 나노구조 형성)

  • Son, Chang-Sik;Baek, Jong-Hyeob;Kim, Seong-Il;Park, Young-Ju;Kim, Yong-Tae;Choi, Hoon-Sang;Choi, In-Hoon
    • Korean Journal of Materials Research
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    • v.13 no.8
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    • pp.485-490
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    • 2003
  • We have developed a new way of the constant growth technique to maintain a grating height of originally-etched V-groove of submicron gratings up to 1.5 $\mu\textrm{m}$ thickness by a low pressure metalorganic chemical vapor deposition. The constant growth technique is well performed on two kinds of submicron gratings that made by holography and electron (e)-beam lithography GaAs buffer layer grown on thermally deformed submicron gratings has an important role in recovering the deformed grating profile from sinusoidal to V-shaped by reducing mass transport effects. The thermal deformation effect on submicron gratings made by e-beam lithography is less than that on submicron gratings made by holography. The constant growth technique is an important step to realize complex optoelectronic devices such as one-step grown distributed feedback lasers and two-dimensional photonic crystals.

Shear behavior of short square tubed steel reinforced concrete columns with high-strength concrete

  • Li, Xiang;Zhou, Xuhong;Liu, Jiepeng;Wang, Xuanding
    • Steel and Composite Structures
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    • v.32 no.3
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    • pp.411-422
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    • 2019
  • Six shear-critical square tubed steel reinforced concrete (TSRC) columns using the high-strength concrete ($f_{cu,150}=86.6MPa$) were tested under constant axial and lateral cyclic loads. The height-to-depth ratio of the short column specimens was specified as 2.6, and the axial load ratio and the number of shear studs on the steel shape were considered as two main parameters. The shear failure mode of short square TSRC columns was observed from the test. The steel tube with diagonal stiffener plates provided effective confinement to the concrete core, while welding shear studs on the steel section appeared not significantly enhancing the seismic behavior of short square TRSC columns. Specimens with higher axial load ratio showed higher lateral stiffness and shear strength but worse ductility. A modified ACI design method is proposed to calculate the nominal shear strength, which agrees well with the test database containing ten short square TSRC columns with shear failure mode from this study and other related literature.