• Title/Summary/Keyword: E-beam

Search Result 1,955, Processing Time 0.038 seconds

An Understanding the Opening Style of the West Philippine Basin Through Multibeam High-Resolution Bathymetry (고해상도 다중빔음향측심 지형자료 분석을 통한 서필리핀분지의 진화 연구)

  • Hanjin Choe;Hyeonuk Shin
    • Journal of the Korean earth science society
    • /
    • v.44 no.6
    • /
    • pp.643-654
    • /
    • 2023
  • The West Philippine Basin, an oceanic basin half the size of the Philippine Sea Plate, lies in the western part of the plate and south of the Korean Peninsula on the Eurasian Plate. It subducts beneath the Eurasian Plate and the Philippine Islands bordering the Ryukyu Trench and the Philippine Trench with 25-50% of this basin already consumed. However, the history of the opening of the basin's southern region has been a topic of debate. The non-transform discontinuity formed during the seafloor spreading is similar to the transform fault boundaries normally perpendicular to mid-ocean ridge axes; however, it was created irregularly due to ridge propagations caused by variations of mantle convection attributable to magma supply changes. By analyzing high-resolution multi-beam echo-sounding data, we confirmed that the non-transform discontinuity due to the propagating rift evolved in the entire basin and that the abyssal hill strike direction changed from E-W to NNW-SSE from the fossil spreading center. In the early stage of basin extension, the Amami-Sankaku Basin was rotated 90 degrees clockwise from its current orientation, and it bordered the Palau Basin along the Mindanao Fracture Zone. The Amami-Sankaku Basin separated from the Palau Basin while the spreading of the West Philippine Basin began with a counter-clockwise rotation. This indicates that the non-transform discontinuities formed by a sudden change in magma supply due to the drift of the Philippine Sea Plate and simultaneously with the rapid changes in the spreading direction from ENE-WSW to N-S. The Palau Basin was considered to be the sub-south of the West Philippine Basin, but recent studies have shown that it extends into an independent system. Evidence from sediment layers and crustal thickness hints at the possibility of its existence before the West Philippine Basin opened, although its evolution continues to be debated. We performed a combined analysis using high-resolution multi-beam bathymetry and satellite gravity data to uncover new insights into the evolution of the West Philippine Basin. This information illuminates the complex plate interactions and provides a crucial contribution toward understanding the opening history of the basin and the Philippine Sea Plate.

Study of Localized Surface Plasmon Polariton Effect on Radiative Decay Rate of InGaN/GaN Pyramid Structures

  • Gong, Su-Hyun;Ko, Young-Ho;Kim, Je-Hyung;Jin, Li-Hua;Kim, Joo-Sung;Kim, Taek;Cho, Yong-Hoon
    • Proceedings of the Korean Vacuum Society Conference
    • /
    • 2012.08a
    • /
    • pp.184-184
    • /
    • 2012
  • Recently, InGaN/GaN multi-quantum well grown on GaN pyramid structures have attracted much attention due to their hybrid characteristics of quantum well, quantum wire, and quantum dot. This gives us broad band emission which will be useful for phosphor-free white light emitting diode. On the other hand, by using quantum dot emission on top of the pyramid, site selective single photon source could be realized. However, these structures still have several limitations for the single photon source. For instance, the quantum efficiency of quantum dot emission should be improved further. As detection systems have limited numerical aperture, collection efficiency is also important issue. It has been known that micro-cavities can be utilized to modify the radiative decay rate and to control the radiation pattern of quantum dot. Researchers have also been interested in nano-cavities using localized surface plasmon. Although the plasmonic cavities have small quality factor due to high loss of metal, it could have small mode volume because plasmonic wavelength is much smaller than the wavelength in the dielectric cavities. In this work, we used localized surface plasmon to improve efficiency of InGaN qunatum dot as a single photon emitter. We could easily get the localized surface plasmon mode after deposit the metal thin film because lnGaN/GaN multi quantum well has the pyramidal geometry. With numerical simulation (i.e., Finite Difference Time Domain method), we observed highly enhanced decay rate and modified radiation pattern. To confirm these localized surface plasmon effect experimentally, we deposited metal thin films on InGaN/GaN pyramid structures using e-beam deposition. Then, photoluminescence and time-resolved photoluminescence were carried out to measure the improvement of radiative decay rate (Purcell factor). By carrying out cathodoluminescence (CL) experiments, spatial-resolved CL images could also be obtained. As we mentioned before, collection efficiency is also important issue to make an efficient single photon emitter. To confirm the radiation pattern of quantum dot, Fourier optics system was used to capture the angular property of emission. We believe that highly focused localized surface plasmon around site-selective InGaN quantum dot could be a feasible single photon emitter.

  • PDF

Measurement of picosecond laser pulsewidth and pulseshape by two-photon fluorescence and noncolloinear type I second harmonic generation method (이광자 형광법과 비공선 일종 이차고조파법에 의한 피코초 레이저 펄스폭과 펄스형 측정)

  • 한기호;박종락;이재용;김현수;엄기영;변재오;공흥진
    • Korean Journal of Optics and Photonics
    • /
    • v.7 no.3
    • /
    • pp.251-259
    • /
    • 1996
  • Two-Photon Fluorescence (TPF) experiment measures temporal width of an amplified short laser pulse which has passed through a four-pass Nd: glass amplifier, after selecting a single pulse from pulse train Q-switched and mode-locked(QSML) in Nd:YLF master oscillator. Determination of pulsewidth and pulseshape was also made with detection of autocorrelation trace of CW mode-locked pulse train by using noncollinear type I Second Harmonic Generation (SHG) method. The observed TPF track showed various patterns, depending on pulse-selecting position in QSML pulse train. That is, autocorrelation of a pulse extracted at front of the train displayed smooth pulse shape, while one from the trailing part of the train created many sharp spikes and substructure in the pulse. By TPF method, pulsewidth was measured to be 44.4 ps with contrast ratio of 2.86 which enabled us to find out energy fraction of a pulse to total energy, (sum of pulse and background); we obtain the value of 0.62. Pulsewidth of 46.6ps was also acquired in another SHG experiment with the help of only mode-locked pulse train. On the other hand, we confirmed that shape of the pulse is close to $sech^2$ one as a result of fitting the SHG autocorrelation signal with various functions. With simulation using this $sech^2$ type of pulse, pulsewidth reduction of the beam, having passed through four-pass amplifier, was also verified.

  • PDF

Shrinkage Stress Analysis of Concrete Slab in Multi-Story Building Considering Construction Sequence (시공단계를 고려한 고층건물 콘크리트 슬래브의 건조수축 응력해석)

  • 김한수;정종현;조석희
    • Journal of the Korea Concrete Institute
    • /
    • v.13 no.5
    • /
    • pp.457-465
    • /
    • 2001
  • Shrinkage strains of concrete slab in multi-story building are restrained by structural members such as columns or walls, then can induce cracks due to excessive shrinkage stress over tensile strength of member. In this study, a shrinkage stress analysis method of concrete slab in multi-story building considering not only material properties such as shrinkage, creep and reinforcement effect but also construction sequence is proposed. Tensile stresses of slab due to shrinkage are calculated by converting shrinkage strains into equivalent temperature gradients, creep that can release shrinkage stress can be considered by replacing the modulus of elasticity of concrete, Ec , to the effective secant modulus of elasticity of concrete, E$\_$eff/ Reinforcements are also considered by modeling them as equivalent beam elements in FEM program. Results of step by step analysis reflecting construction sequence summed up to calculate stresses of the whole building considering that shrinkage stresses of the building come from the difference of shrinkage between i-th floor and (i-1)-th floor, named as effecitive shrinkage, and it can be varied by construction sequence. The results of 10-story example building show that shrinkage stresses of lower floors are greater than those of upper floors, that is, stresses of lower floors(1∼2FI.) exceed modulus of rupture of concrete, but stress ratios of higher floors are in the range of 27.9∼92.8%.

In Situ Monitoring of the MBE Growth of AlSb by Spectroscopic Ellipsometry

  • Kim, Jun-Yeong;Yun, Jae-Jin;Lee, Eun-Hye;Bae, Min-Hwan;Song, Jin-Dong;Kim, Yeong-Dong
    • Proceedings of the Korean Vacuum Society Conference
    • /
    • 2013.02a
    • /
    • pp.342-343
    • /
    • 2013
  • AlSb is a promising material for optical devices, particularly for high-frequency and nonlinear-optical applications. And AlSb offers significant potential for devices such as quantum-well lasers, laser diodes, and heterojunction bipolar transistors. In this work we study molecular beam epitaxy (MBE) growth of an unstrained AISb film on a GaAs substrate and identify the real-time monitoring capabilities of in situ spectroscopic ellipsometry (SE). The samples were fabricated on semi-insulating (0 0 1) GaAs substrates using MBE system. A rotating sample stage ensured uniform film growth. The substrate was first heated to $620^{\circ}C$ under As2 to remove surface oxides. A GaAs buffer layer approximately 200 nm- thick was then grown at $580^{\circ}C$. During the temperature changing process from $580^{\circ}C$ to $530^{\circ}C$, As2 flux is maintained with the shutter for Ga being closed and the reflection high-energy electron diffraction (RHEED) pattern remaining at ($2{\times}4$). Upon reaching the preset temperature of $530^{\circ}C$, As shutter was promptly closed with Sb shutter open, resulting in the change of RHEED pattern from ($2{\times}4$) to ($1{\times}3$). This was followed by the growth of AlSb while using a rotating-compensator SE with a charge-coupled-device (CCD) detector to obtain real-time SE spectra from 0.74 to 6.48 eV. Fig. 1 shows the real time measured SE spectra of AlSb on GaAs in growth process. In the Fig. 1 (a), a change of ellipsometric parameter ${\Delta}$ is observed. The ${\Delta}$ is the parameter which contains thickness information of the sample, and it changes in a periodic from 0 to 180o with growth. The significant change of ${\Delta}$ at~0.4 min means that the growth of AlSb on GaAs has been started. Fig. 1b shows the changes of dielectric function with time over the range 0.74~6.48 eV. These changes mean phase transition from pseudodielectric function of GaAs to AlSb at~0.44 min. Fig. 2 shows the observed RHEED patterns in the growth process. The observed RHEED pattern of GaAs is ($2{\times}4$), and the pattern changes into ($1{\times}3$) with starting the growth of AlSb. This means that the RHEED pattern is in agreement with the result of SE measurements. These data show the importance and sensitivity of SE for real-time monitoring for materials growth by MBE. We performed the real-time monitoring of AlSb growth by using SE measurements, and it is good agreement with the results of RHEED pattern. This fact proves the importance and the sensitivity of SE technique for the real-time monitoring of film growth by using ellipsometry. We believe that these results will be useful in a number of contexts including more accurate optical properties for high speed device engineering.

  • PDF

Mesh/grid 기반 투명 전극의 구조 최적화

  • Yun, Min-Ju;Kim, Gyeong-Heon;Park, Sang-Yeong;Kim, Hui-Dong;An, Ho-Myeong;Kim, Tae-Geun
    • Proceedings of the Korean Vacuum Society Conference
    • /
    • 2013.02a
    • /
    • pp.411-412
    • /
    • 2013
  • 최근 UV LED는 생화학 및 의료 산업에서 많은 각광을 받고 있다. 특히, 360nm 이하의 파장대를 갖는 UV LED는 치료 기술, 센서, 물이나 공기 등의 정화와 같은 목적으로 특별한 관심이 쏠리고 있다 [1]. 이러한 지속적인 연구를 통하여 현재까지 UV LED는 거대한 성장을 이루어 왔다. 하지만 이러한 노력에도 불구하고, 360 nm 이하의 UV LED는 여전히 오믹 접촉과 전류 분산이 원활하지 못하다는 문제점을 가지고 있다. 이것은 UV LED의 외부 양자 효율을 감소시키고, 더 나아가 극도로 낮은 광 추출 효율을 초래한다. 최근 이러한 문제를 해결하고자, 투명 전도성 산화물(TCO)을 금속 전극과 p-AlGaN 사이에 삽입해주는데, 현재 가장 널리 사용되는 TCO 물질은 ITO 이다 [2]. 하지만 ITO 물질은 상대적으로 작은 밴드갭(3.3~4.3 eV)과 단파장 빛이 가지는 큰 에너지로 인하여 deep-UV 영역에서는 빛이 투과하지 못하고 대부분 흡수된다 [3]. 따라서 본 연구에서는 기존의 박막형 ITO 투명 전극에 비해 투과도 손실을 최소화할 수 있는 mesh, grid 기반의 투명전극을 연구하였다. Fig. 1과 같이 $5{\mu}m$, $10{\mu}m$, $20{\mu}m$ 간격으로 이루어진 mesh, grid 구조의 투명전극을 구현하여 투과도 손실을 최소화하면서 우수한 전기적 특성을 확보하기 위한 구조 최적화 연구를 진행하였다. 본 연구를 위해 mesh, grid 구조의 ITO 전극 패턴을 photolitho 공정으로 형성하였으며, e-beam 증착법으로 60 nm 두께의 ITO 전극을 형성 후 질소 분위기/$650^{\circ}$에서 30초 동안 RTA 공정을 진행하였다. Fig. 1에서 볼 수 있듯이 mesh, grid의 간격이 증가할수록 투명 전극이 차지하는 면적이 감소하여 투과도는 향상되는 반면, 투명 전극과 p-GaN과의 접촉 면적 또한 감소하므로 오믹 특성이 저하된다. 따라서 투과도 손실을 최소화하면서 우수한 전기적 특성을 확보하기 위해 mesh는 $20{\mu}m$, grid는 $10{\mu}m$ 간격의 구조로 각각 최적화하였다. 그 결과 박막 기반의 ITO 투명전극 대비 최대 약 10% 향상된 투과도를 확보하였으며, I-V Curve 결과를 통하여 p-GaN 기판과 mesh 구조의 ITO 전극 사이에 박막 기반의 투명 전극과 비슷한 수준인 $0.35{\mu}A(@5V)$의 전기적 특성을 확보하였다. 결과적으로 mesh, grid 기반 투명전극의 구조 최적화를 통하여 p-GaN과 원활한 오믹 접촉을 형성하는 동시에 기존 박막형 ITO 투명 전극 구조보다 높은 투과도를 확보할 수 있었다.

  • PDF

The Effect of Bonding Resin on Bond Strength of Dual-Cure Resin Cements (접착레진의 부가도포가 레진 시멘트의 결합강도에 미치는 영향에 대한 연구)

  • Kim, Duck-Su;Park, Sang-Hyuk;Choi, Gi-Woon;Choi, Kyung-Kyu
    • Restorative Dentistry and Endodontics
    • /
    • v.32 no.5
    • /
    • pp.426-436
    • /
    • 2007
  • The objective of this study is to evaluate the effect of an additional application of bonding resin on the bond strength of resin luting cements in both the light-cure (LC) and self-cure (SC) modes by means of the ${\mu}TBS$ tests. Three combinations of One-Step Plus with Choice, Single Bond with Rely X ARC, and One-Up Bond F with Bistite II were used. D/E resin and Pre-Bond resin were used for the additional application. Twelve experimental groups were made. Three mandibular $3^{rd}$ molars were used in each group. Indirect composite blocks were cemented on the tooth surface. $1\;{\times}\;1\;mm^2$ dentin-composite beam for ${\mu}TBS$ testing were made and tested. When total-etching dentin adhesives were used, an additional application of the bonding resin increased the bond strength (P < 0.05). However, this additional application didn't influence the bond strength of self-etching dentin adhesives (P > 0.05). In conclusion, the results suggest that an additional application of the bonding resin increases bond strength and enhances quality of bonding when using total-etching dentin adhesives.

A Comparative Study of Structural Analysis on DCM Improved by Pile and Block Type (말뚝식과 블록식이 혼합된 시멘트혼합처리공법(DCM)의 구조체 해석 비교 연구)

  • Shin, Hyun Young;Kim, Byung Il;Kim, Kyoung O;Han, Sang Jae
    • Journal of the Korean Geotechnical Society
    • /
    • v.30 no.4
    • /
    • pp.5-19
    • /
    • 2014
  • In this study, the structural analysis is performed on the method of shallow block and deep cement mixing pile, and then their characteristics and associated behaviors were analyzed. In the case of continuous beam analysis, the predicted settlement was very small, and shear force and bending stress are somewhat overestimated. The frame method is similar to numerical analysis in the internal force shallow block and long pile, but because the settlement of pile is underestimated, the additional calculation using the reaction of the long pile is necessary. For soil arching method and piled raft foundation method, the excessive axial force of long pile was predicted because the load sharing of pile is very large compared to the other methods. In the behavior of the shallow block and deep pile method, the settlement of shallow block and contact pressure are much in the center than the edge. In the estimating method considering the interaction between improved material and ground, the load sharing of the soil-cement pile ranges from 20% to 45%, and the stress ratio is 2.0~5.0 less than piled DCM. The maximum member forces at the boundary conditions of pile head are similar, but in fixed head the axial force and vertical displacement are different in accordance with pile arrangement.

A Study of Photoelectrolysis of Water by Use of Titanium Oxide Films (산화티타늄 피막의 광 전기분해 특성에 관한 연구)

  • Park, Seong-Young;Cho, Byung-Won;Ju, Jeh-Beck;Yun, Kyung-Suk;Lee, Eung-Cho
    • Applied Chemistry for Engineering
    • /
    • v.3 no.1
    • /
    • pp.88-99
    • /
    • 1992
  • For the development of semiconducting photoelectrode to be more stable and efficient in the process of photoelectrolysis of the water, pure titanium rods were oxidized by anodic oxidation, furance oxidation and flame oxidation and used as electrodes. The Indium islands were formed by electrodeposition of "In" thin film on $TiO_2$ and Ti by electrodeposition. Also $A1_2O_3$ and NiO islands were coated on Ti by the electron-beam evaporation technique. The maximum photoelectrochemical conversion efficiency(${\eta}$) was 0.98% for flame oxidized electrode($1200^{\circ}C$ for 2min in air). Anodically oxidized electrodes have photoelectrochemical conversion efficiency of 0.14%. Furnace oxidized electrode($800^{\circ}C$ for 10min in air) has 0.57% of photoelectrochemical efficiency and shows a band-gap energy of about 2.9eV. The $In_2O_3$ coated $TiO_2$ exhibits 0.8% of photoelectrochemical efficiency but much higher value of ${\eta}$ was obtained with the Increase of applied blas voltage. However, $Al_2O_3$ or NiO coated $TiO_2$ shows much low value of ${\eta}$. The efficiency was dependent on the presence of the metallic interstitial compound $TiO_{0+x}$(x<0.33) at the metal-semiconductor interface and the thickness of the suboxide layer and the external rutile scale.

  • PDF

An Experimental Study on the Structural Behavior of Steel-Concrete Composite Rahmen Bridge with Hinged End Supports (하단힌지 강합성 라멘교의 구조적 거동에 대한 실험적 연구)

  • Choi, Jin Woo;Jang, Min Jun;Cheon, Jin Uk;Yoon, Soon Jong
    • Journal of Korean Society of Steel Construction
    • /
    • v.27 no.2
    • /
    • pp.195-205
    • /
    • 2015
  • The rahmen bridge is well known common type of bridge in which all members are connected rigidly. The rahmen bridge is built for several situations because it has many advantages such as no need of bridge bearing system, easy of maintenance, reduction of the cross-sectional area of superstructure, and relatively low construction cost compared with other bridge types. Recently, to lengthen the span of rahmen bridge system, steel-concrete composite beam is used for superstructure of rahmen bridge instead of normal concrete girder with slab. However, member forces are increased because of extension of span length of superstructure and substructure is designed and constructed inefficiently when steel-concrete composite rahmen bridge is designed. In this study, new-type steel-concrete composite bridge is suggested. New-type steel-concrete composite rahmen bridge is adopted hinge connection between abutment and foundation for the reduction of the bending momemt at the foundation. In this study, we present the results of experiment conducted to estimate the load carrying capacity of new-type steel-concrete composite rahmen bridge and the structural characteristics of hinge connection.