• 제목/요약/키워드: Structure Holes

Search Result 410, Processing Time 0.128 seconds

A Novel Photonic Crystal Fiber Sensor with Three D-shaped Holes Based on Surface Plasmon Resonance

  • Bing, Pibin;Sui, Jialei;Huang, Shichao;Guo, Xinyue;Li, Zhongyang;Tan, Lian;Yao, Jianquan
    • Current Optics and Photonics
    • /
    • v.3 no.6
    • /
    • pp.541-547
    • /
    • 2019
  • A novel photonic crystal fiber (PCF) sensor with three D-shaped holes based on surface plasmon resonance (SPR) is analyzed in this paper. Three D-shaped holes are filled with the analyte, and the gold film is deposited on the side of three planes. The design of D-shaped holes with outward expansion can effectively solve the uniformity problem of metallized nano-coating, it is beneficial to the filling of the analyte and is convenient for real-time measurement of the analyte. Compared with the hexagonal lattice structure, the triangular arrangement of the clad air holes can significantly reduce the transmission loss of light and improve the sensitivity of the sensor. The influences of the air hole diameter, the distance between D-shaped holes and core, and the counterclockwise rotation angle of D-shaped holes on sensing performance are studied. The simulation results show that the wavelength sensitivity of the designed sensor can be as high as 10100 nm/RIU and the resolution can reach 9.9 × 10-6 RIU.

Contour Parallel Tool-Path Linking Algorithm For Pocketing (포켓가공을 위한 오프셋 공구경로 연결 알고리즘)

  • 박상철;정연찬
    • Korean Journal of Computational Design and Engineering
    • /
    • v.6 no.3
    • /
    • pp.169-173
    • /
    • 2001
  • Presented in this paper is a CPO tool-path linking procedure optimizing technological objectives, such as dealing with islands (positive and negative) and minimizing tool retractions, drilling holes and slotting. Main features of the proposed algorithm are as follows; 1) a data structure, called a 'TPE-net', is devised to provide information on the parent/child relationships among the tool-path-elements, 2) the number of tool retractions is minimized by a 'tool-path-element linking algorithm'fading a tour through the TPE-net, and 3) the number of drilling holes is minimized by making use of the concept of the 'free space'.

  • PDF

Characterization of a groundwater system by subsurface hydrogeological investigation data (지하공동굴착 시 수리지질조사 자료를 이용한 저장공동 심도의 지하수체계 특성 연구)

  • 조성일;김천수;김경수;송무영;전한석
    • The Journal of Engineering Geology
    • /
    • v.14 no.1
    • /
    • pp.93-104
    • /
    • 2004
  • This paper intended to assess the hydro-structure characteristics of volcanic rocks based on the hydrogeological data obtained from the underground storage cavern during construction. The variation of groundwater levels was periodically measured from the 28 surface monitoring holes(NX size) and the hydraulic pressures and injection rates were daily monitored from the water curtain holes(95 horizontal holes and 63 vertical holes). The hydraulic interference tests were performed in whole water curtain holes. The distribution patterns of hydraulic pressure are closely related to the dip angles of fracture intersected to the water curtain holes. Three domains can be grouped by the distribution of hydraulic pressures in the horizontal water curtain holes. The initial hydraulic pressures measured immediately after drilling of water crutain holes are high in ascending order of the cavern C-2, C-1, and C-3. The priliminary hydrochemical data also indicate that the portions of the deep groundwater composition is relatively great in the cavern C-3 area. Some of the horizontal water curtain holes in the cavern C-3 show a steady higher groundwater pressure with the composition of shallow groundwater indicating the outer boundary as constant hydraulic boundary. The water curtain holes in the cavern C-2 is characterized as low initial hydraulic pressure and less injection rates, suggesting poor hydraulic connectivity to a shallow groundwater system. The results of the study can help to understand a hydraulic compartment concept in a fracture hydro-geology and be utilized during the surface investigation for a groundwater system.

Study on the Micro Channel Assisted Release Process (미세 유체통로를 이용한 대면적 평판 구조의 부양에 관한 연구)

  • Kim, Che-Heung;Lee, June-Young;Kim, Yong-Kweon
    • Proceedings of the KIEE Conference
    • /
    • 2001.07c
    • /
    • pp.1924-1926
    • /
    • 2001
  • A novel wet release process ($\mu$ CARP - Micro Channel Assisted Release Process) for releasing an extreme large-area plate structure without etching hole is proposed and experimented. Etching holes in conventional process reduce a effective area and degrade an optical characteristics by a diffraction. In addition, as the area of a released structure increases, the stietion becomes more serious. The proposed process resolves these problems by the introduction of a micro fluidic channel beneath the structure which will be released. In this paper, a 5 mm${\times}$5mm-single crystal silicon plate structure was released by the proposed $\mu$CARP without etch holes on the structure. The variation in etching time with respect to the of the introduced micro channel is also examined. This process is expected to be beneficial for the actuator of a nano-scale data storage and the scanning mirror.

  • PDF

A Study on the Stress Concentration Coefficient due to the Change of Position and Shape of Ellipse on a Square Plate (사각 평판에서 타원의 위치와 형상 변화에 따른 응력집중계수의 변화에 관한 연구)

  • 최경호;권영석;박기훈;김현수
    • Proceedings of the Korean Society of Precision Engineering Conference
    • /
    • 2002.10a
    • /
    • pp.833-836
    • /
    • 2002
  • Sometimes open holes are required for the function and the weight reduction of structure and machinery. However, the serious stress concentration occurs because of the geometric discontinuity caused by the holes and cutting section. In this study, it is attempted to obtain the stress concentration coefficients of the inner surface of the hole boundary by changing the position and the shape of holes on the homogeneous isotropic plate. And the effects on the plate are investigated. The results show that the stress level becomes low and the distribution area widens the position of stress concentration changes as the ratio ah increases and change to a circle. And as the ratio a/l decreases, the stress concentration reduces.

  • PDF

Dual-band Frequency Selective Surface Bandpass Filters in Terahertz Band

  • Qi, Limei;Li, Chao
    • Journal of the Optical Society of Korea
    • /
    • v.19 no.6
    • /
    • pp.673-678
    • /
    • 2015
  • Terahertz dual-band frequency selective surface filters made by perforating two different rectangular holes in molybdenum have been designed, fabricated and measured. Physical mechanisms of the dual-band resonant responses are clarified by three differently configured filters and the electric field distribution diagrams. The design process is straightforward and simple according to the physical concept and some formulas. Due to the weak coupling between the two neighboring rectangle holes with different sizes in the unit cell, good dual-band frequency selectivity performance can be easily achieved both in the lower and higher bands by tuning dimensions of the two rectangular holes. Three samples are fabricated, and their dual-band characteristics have been demonstrated by a THz time-domain spectroscopy system. Different from most commonly used metal-dielectric structure or metal-dielectric-metal sandwiched filters, the designed dual-band filters have advantages of easy fabrication and low cost, the encouraging results afforded by these filters could find their applications in dual-band sensors, THz communication systems and other emerging THz technologies.

The Behavior of Fatigue Crack Propagation between Holes in Panel (판재 내의 구멍 사이를 통과하는 피로크랙 전파 거동)

  • Cho, Jae-Ung;Lee, Ok-Seop;Kim, Sang-Cheol
    • Journal of the Korean Society for Precision Engineering
    • /
    • v.7 no.2
    • /
    • pp.39-46
    • /
    • 1990
  • In this study, the mechanical behavious of a center crack which propagates between two holes in a panel are investigated. It is confirmed experimentally and analytically that a center crack stops and a small crack initiates from holes and propagates to fracture because of the compressive stress arising along the path of the fatigue crack propagation. Futhermore, it is noted that regardless of the configuration of the crack and the structure, Paris' law can be applied to the fatigue crack propagation.

  • PDF

A Study on the Convective Characteristics of The Gilt-bronze Incense Burner of Baekje through the Incense-Burning Experiment (분향실험을 통한 백제금동대향로 내부 대류특성 연구)

  • Kim, Seon Yeong;Hwang, Hyun Sung
    • Journal of Conservation Science
    • /
    • v.35 no.5
    • /
    • pp.470-479
    • /
    • 2019
  • The objective of this study is to identify the reason behind the expansion of exhaust holes and inhalational holes through high-definition filming and measurement of The Gilt-bronze Incense Burner of Baekje. In the proposed experiment, based on the original data obtained after a precise three-dimensional (3D) scan of the said incense burner, the precision replica and the commercial replica of the incense burner were subjected to a 3D scan. The overall shape and detailed patterns were subsequently compared with the original data. Furthermore, the incense-burning experiment was conducted according to the sizes and opened or unopened states of the exhaust and inhalational holes by employing the precision replica of the actual real relic for examining the internal structure of the lid and for studying the sizes and locations of the smoke holes. The results indicate that depending on the sizes of the exhaust and inhalational holes, the lower-line air intake holes can cause incomplete combustion in the incense burner. Depending on the opened or unopened states of the exhaust and inhalational holes, the phoenix air exhaust holes and upper-line air exhaust holes play a primary role in releasing the smoke, whereas the lower-line air intake holes play a primary role in smoke inhalation.

Analysis of Correlativity with the Number of Blasting Holes Due to Exposed Length of Steel Bars and Vertical Load on Scaled Reinforced Concrete Columns (축소모형 철근콘크리트 기둥에서 철근의 노출길이와 수직하중에 따른 발파공수와의 상관성 분석)

  • Park, Hoon;Yoo, Ji-Wan;Lee, Hee-Gwang;Song, Jung-Un;Kim, Sung-Kon
    • Explosives and Blasting
    • /
    • v.25 no.2
    • /
    • pp.1-10
    • /
    • 2007
  • In this paper, the 1/5 scale models of the reinforced concrete colunms were designed and fabricated. The influence of the number of blasting holes on the exposed length of steel bars and vertical load was investigated. The relation between the length of steel bar and the number of blasting holes was examined by performing the blast tests considering the vertical load on the scaled reinforced concrete columns. Weight of scaled column models by blasting and that of exposed was compared with the number of blasting holes. Finally, based on the exposed length of steel bars and vertical load, the number of blasting holes were calculated. Results shows that the number of blasting holes calculated in this study are suitable for scaled structure models test by blasting demolition.

On the study of the measurement of blasting Vibration and Sound influenced to housing structure at Wire-Tunnelling (부산 통신구굴진 발파작업으로 인한 지상주택 구조물에 미치는 진동폭음영향계측조사보고)

  • Huh Ginn
    • Explosives and Blasting
    • /
    • v.8 no.2
    • /
    • pp.3-17
    • /
    • 1990
  • The Caustious blasting have often increased Complaints of ground Vibration and Sound when the Wire-Tunnel Constructed in Pusan. In order to prevent the influence to housing structure, it was necessary to predict blasting-Induced Vibration and Sound. The Suveyer determined the Burden and spacing of Drill holes, minimum delay charges within a allowable Vibration and Sound Level. Tunnel drilling and Ignition patterns are made as follows; No. 1 Tunel (Stable rock, hard rock) No.2 Tunnel (Instable plastic rock; wethered rock) and other Tunnels (Instable rock). The result of 1st testing blasting of No. 1 Tunnel was recorded Under allowable Vibration Level but sound was over 75 Db of allowable value. So Tunnel drilling pattern was amended with 52 Non-charg holes to reduce the blast-sound. The other pattern had no need to amend.

  • PDF