• 제목/요약/키워드: 250 mm Depth

검색결과 65건 처리시간 0.024초

단일 카메라를 이용한 3D 깊이 추정 방법 (3D Depth Estimation by a Single Camera)

  • 김승기;고영민;배철균;김대진
    • 방송공학회논문지
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    • 제24권2호
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    • pp.281-291
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    • 2019
  • 3D 카메라 기술 중에서 초점의 흐려짐을 이용한 깊이 추정은 카메라의 초점거리 평면의 물체는 선명한 상이 맺히지만 카메라의 초점거리 평면으로부터 멀어진 물체는 흐린 영상을 만들어낸다는 현상을 이용해 3D 깊이를 추정한다. 본 논문에서는 단일 카메라를 이용하여 촬영한 영상의 흐림 정도를 분석하여 3D 깊이를 추정하는 알고리즘을 연구하였다. 단일 카메라의 1 개의 영상 또는 단일 카메라의 초점이 서로 다른 2 개의 영상을 사용하여 초점의 흐려짐을 이용한 3D 깊이를 추정하는 방법을 통해 최적화된 피사체 범위를 도출하였다. 1 개의 영상을 이용한 깊이 추정에서는 스마트폰 카메라와 DSLR 카메라 모두 250 mm의 초점거리를 사용하는 것이 가장 좋은 성능을 보였다. 2개의 영상을 이용한 깊이 추정에서는 스마트폰 카메라 영상은 150 mm와 250 mm로 그리고 DSLR 카메라 영상은 200 mm와 300 mm로 초점거리를 설정하였을 때 가장 좋은 3D 깊이 추정 유효 범위를 갖는 것으로 나타났다.

6MV 선형가속기의 비대칭 조사야의 변화에 따른 선량분포 (Study on 6 MV Photon beam Dosimetry by Asymmetric Collimator Variation of Linear Accelerator)

  • 윤주호;이철수;염하용
    • 대한방사선치료학회지
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    • 제12권1호
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    • pp.91-104
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    • 2000
  • Recently linear accelerator in radiation therapy in asymmetric field has been easily used since the improvement and capability of asymmetrical field adjustment attached to the machine. It has been thought there have been some significant errors in dose calculation when asymmetrical radiation fields have been utilized in practice of radiation treatments if the fundamental data for dose calculation have been measured in symmetrical standard fields. This study investigated how much the measured data of dose distributions and their isodose curves are different between in asymmetrical and symmetrical standard fields, and how much there difference affect the error in dose calculation in conventional method measured in symmetrical standard field. The distributions of radiation dose were measured by photon diode detector in the water phantom (RFA-300P, Scanditronix, Sweden) as tissue equivalent material on utilization of 6 MV linear accelerator with source surface distance (SSD) 1000 mm. The photon diode detector has the velocity of 1 mm per second from water surface to 250 mm depth in the field size of $40mm{\times}40mm\;to\;250mm{\times}250mm\;symmetric\;field\;and\;40mm{\times}20mm\;to\;250mm{\times}125mm$ asymmetrical fields. The measurements of percent depth dose (PDD) and subsequent plotting of their isodose curves were performed from water surface to 250mm dmm from Y-center axis in $100mm{\times}50mm$ field in order to absence the variability of depth dose according to increasing field sizes and their affects to plotted isodose curves. The difference of PDD between symmetric and asymmetric field was maximum $4.1\%\;decrease\;in\;40mm{\times}20mm\;field,\;maximum\;6.6\%\;decrease\;in\;100mm{\times}50mm\;and\;maximum\;10.2\%\;decrease\;200mm{\times}100mm$, the larger decrease difference of PDD as the greater field size and as greater the depth, The difference of PDD between asymmetrical field and equivalent square field showed maximum $2.4\%\;decrease\;in\;60mm{\times}30mm\;field,\;maximum\;4.8\%\;decrease\;in\;150mm{\times}75mm\;and\;maximum\;6.1\%\;decrease\;in\;250mm{\times}125mm$, and the larger decreased differenced PDD as the greater field size and as greater the depth, these differences of PDD were out of $5\%$ of dose calculation as defined by international Commission on radiation unit and Measurements(ICRU). In the dose distribution of asymmetrical field (half beam) the plotted isodose curves were observed to have deviations by decreased PDD as greater as the blocking of the beam moved closer to the central axis, and as the asymmetrical field increased by moving the block 10 mm keeping away from the central axis, the PDD increased and plotted isodose curves were gradually more flattened, due to reduced amount of the primary beam and the fraction of low energy soft radiations by passing thougepth in asymmetrical field by moving independent jaw each 10 h beam flattening filter. As asymmetrical radiation field as half beam radiation technique is used, the radiation dosimetry calculated in utilizing the fundamental data which measured in standard symmetrical field should be converted on bases of nearly measured data in asymmetrical field, measured beam data flies of various asymmetrical field in various energy and be necessary in each institution.

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실내용기 내 슬릿(Slit)처리가 내음성 조경식물의 생육과 뿌리발달에 미치는 영향 (Response of the Growth and Root Development of Shade Landscape Plants by Slit Ventilation Treatment into Indoor Container)

  • 주진희;한정화
    • 한국조경학회지
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    • 제37권3호
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    • pp.105-112
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    • 2009
  • 본 연구는 실내용기 내 자연환기처리인 슬릿(Slit)에 대한 내음성 조경식물의 생육반응과 뿌리발달을 살펴봄으로써 실내용기에 대한 다양한 신기술을 활성화키고, 용기 내 바람직한 식재환경을 조성하고자 수행하였으며, 그 결과는 다음과 같다. 슬릿처리 실내용기에 따른 팔손이의 지상부 생육은 대조구에 비해 확연한 차이를 보이지 않았지만, 용기높이가 250mm이상에서 양호한 생육을 나타내 슬릿처리보다는 적정 토심확보가 중요한 것으로 나타났다. 팔손이의 근장은 Control 2(250mm) > Slit 2(250mm) > Control 1(195mm) > Slit 3(360mm) > Control 3(360mm) > Slit 1(195mm)의 순으로 슬릿처리가 없었던 Control 2에서 가장 높은 증가폭을 나타내었다. 근폭은 모든 처리에서 초기값보다 감소하는 경향을 보여 뿌리 발달이 횡적이기 보다는 종적인 것으로 분석되었다. 소엽맥문동의 초장은 슬릿처리가 없었던 대조구에서 점차 증가하는 경향을 보이나 슬릿처리에서는 확연한 생장을 보이지 않았다. 신초수는 슬릿처리 실내 용기들이 대조구에 비해 전반적으로 높은 수치를 나타낸 반면, 생체중과 건조중은 대조구에서 높은 수치를 나타내었다. 소엽맥문동의 근장에 대한 결과를 살펴보면, Slit 2(250mm) > Slit 1(195mm) > Control 2(250mm) > Control 3(360mm) > Slit 3(360mm) > Control 1(195mm) 순으로 나타났다. 자금우는 대체적으로 대조구보다는 슬릿처리 실내용기에서 초장이 높았고, 특히 Slit 2(250mm)에서 Slit 1(195mm)이나 Slit 3(360mm)보다 초장이 가장 긴 것으로 나타났다. 반면, 초장과 신초수를 제외하고 지상부와 뿌리발달은 슬릿처리에 따라 확연한 차이를 보이지 않았다. 근장은 Slit 2(250mm) > Slit 3(360mm) > Control 3(360mm) > Slit 1(195mm) > Control 2(250mm) > Control 1(195mm)의 순으로 슬릿처리 실내용기가 대조구에 비해 높은 반면, 근폭은 전반적으로 감소되었다.

Physicochemical characterization of two bulk fill composites at different depths

  • Guillermo Grazioli ;Carlos Enrique Cuevas-Suarez ;Leina Nakanishi ;Alejandro Francia;Rafael Ratto de Moraes
    • Restorative Dentistry and Endodontics
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    • 제46권3호
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    • pp.39.1-39.12
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    • 2021
  • Objectives: This study analyzed the physical-chemical behavior of 2 bulk fill resin composites (BFCs; Filtek Bulk Fill [FBF], and Tetric-N-Ceram Bulk Fill [TBF]) used in 2- and 4-mm increments and compared them with a conventional resin composite (Filtek Z250). Materials and Methods: Flexural strength and elastic modulus were evaluated by using a 3-point bending test. Knoop hardness was measured at depth areas 0-1, 1-2, 2-3, and 3-4 mm. The translucency parameter was measured using an optical spectrophotometer. Real-time polymerization kinetics was analyzed using Fourier transform infrared spectroscopy. Results: Flexural strength was similar among the materials, while TBF showed lower elastic modulus (Z250: 6.6 ± 1.3, FBF: 6.4 ± 0.9, TBF: 4.3 ± 1.3). The hardness of Z250 was similar only between 0-1 mm and 1-2 mm. Both BFCs had similar hardness until 2-3 mm, and showed significant decreases at 3-4 mm (FBF: 33.45 ± 1.95 at 0-1 mm to 23.19 ± 4.32 at 3-4 mm, TBF: 23.17 ± 2.51 at 0-1 mm to 15.11 ± 1.94 at 3-4 mm). The BFCs showed higher translucency than Z250. The polymerization kinetics of all the materials were similar at 2-mm increments. At 4-mm, only TBF had a similar degree of conversion compared with 2 mm. Conclusions: The BFCs tested had similar performance compared to the conventional composite when used in up to 2-mm increments. When the increment was thicker, the BFCs were properly polymerized only up to 3 mm.

전기아연도금 강판의 점용접성에 미치는 용접조건과 압흔깊이에 관한 연구 (A Study on the Weldability & Indentation Depth Evaluation of Electrochemical Galvanized Steel Sheet according to the Welding Conditions)

  • 정영훈;허우진;백승세;권일현;양성모;유효선
    • 대한용접접합학회:학술대회논문집
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    • 대한용접접합학회 2003년도 추계학술발표대회 개요집
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    • pp.162-164
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    • 2003
  • Spot welding, a kind of electric resistance welding, has been used in many fields such as automobile, aircraft, and appliance industry. This paper is to investigate the relationship between tensile shear strength and indentation depth under various welding conditions. The tensile shear strength increases with increasing the welding current in the range of 6-l3kA. The optimum welding conditions were 200∼250kg welding force and 10∼15 cycles welding time at 9kA welding current for EZNCEN. The indentation depth for optimum welding condition was 0.6mm at 9kA welding curent and 200kg welding force, 0.17mm at 9kA welding current and 300kg welding force, 0.19mm at 9kA welding current and 10cycle, 0.17mm at 9kA welding current and 15cycle welding time, respectively.

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Computation of stress-deformation of deep beam with openings using finite element method

  • Senthil, K.;Gupta, A.;Singh, S.P.
    • Advances in concrete construction
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    • 제6권3호
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    • pp.245-268
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    • 2018
  • The numerical investigations have been carried out on deep beam with opening subjected to static monotonic loading to demonstrate the accuracy and effectiveness of the finite element based numerical models. The simulations were carried out through finite element program ABAQUS/CAE and the results thus obtained were validated with the experiments available in literature. Six simply supported beams were modelled with two square openings of 200 and 250 mm sides considered as opening at centre, top and bottom of the beam. In order to define the material behaviour of concrete and reinforcing steel bar the Concrete Damaged Plasticity model and Johnson-Cook material parameters available in literature were employed. The numerical results were compared with the experiments in terms of ultimate failure load, displacement and von-Mises stresses. In addition to that, seventeen beams were simulated under static loading for studying the effect of opening location, size and shape of the opening and depth, span and shear span to depth ratio of the deep beam. In general, the numerical results accurately predicted the pattern of deformation and displacement and found in good agreement with the experiments. It was concluded that the structural response of deep beam was primarily dependent on the degree of interruption of the natural load path. An increase in opening size from 200 to 250 mm size resulted in an average shear strength reduction of 35%. The deep beams having circular openings undergo lesser deflection and thus they are preferable than square openings. An increase in depth from 500 mm to 550 mm resulted in 78% reduced deflection.

Stereolithography 기술을 이용한 마이크로 펌프 제작 (Fabrication of the Micro-pump using Stereolithography Technology)

  • 이영태;서희돈
    • 센서학회지
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    • 제10권4호
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    • pp.232-238
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    • 2001
  • 본 논문에서는 Stereolithography 기술을 이용하여 마이크로 펌프를 제작했다. 펌프는 구동에 PZT를 사용하고, diffuser/nozzle 개념의 non-movable 밸브를 사용하여 제작했다. 펌프의 크기는 챔버$14mm{\psi}$, diffuser/nozzle의 크기는 좁은 쪽의 구멍은 $0.5mm{\psi}$, 넓은 쪽의 구멍은 $1mm{\psi}$로 제작하고, 챔버의 깊이는 1.2mm이다. 펌프는 주파수 100Hz, 인가 전압 $90{\sim}250Vp-p$ 사이에서 구동시켜, 그 동작을 확인했다. 측정 결과, 펌핑 용액이 에탄올 일 때, 인가 전압 200V, 100Hz로 구동했을 때, 53mm의 수두차를 나타냈다.

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근관확대 및 세척 주사바늘의 근관 내 위치가 치근단 3 mm 부위의 근관 세정에 미치는 영향 (Effects of canal enlargement and irrigation needle depth on the cleaning of the root canal system at 3 mm from the apex)

  • 문호진;홍찬의
    • Restorative Dentistry and Endodontics
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    • 제37권1호
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    • pp.24-28
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    • 2012
  • Objectives: The aim of this study was to test the hypothesis, that the effectiveness of irrigation in removing smear layer in the apical third of root canal system is dependent on the depth of placement of the irrigation needle into the root canal and the enlargement size of the canal. Materials and Methods: Eighty sound human lower incisors were divided into eight groups according to the enlargement size (#25, #30, #35 and #40) and the needle penetration depth (3 mm from working length, WL-3 mm and 9 mm from working length, WL-9 mm). Each canal was enlarged to working length with Profile.06 Rotary Ni-Ti files and irrigated with 5.25% NaOCl. Then, each canal received a final irrigation with 3 mL of 3% EDTA for 4 min, followed by 5 mL of 5.25% NaOCl at different level (WL-3 mm and WL-9 mm) from working length. Each specimen was prepared for the scanning electron microscope (SEM). Photographs of the 3mm area from the apical constriction of each canal with a magnification of ${\times}250$, ${\times}500$, ${\times}1,000$, ${\times}2,500$ were taken for the final evaluation. Results: Removal of smear layer in WL-3 mm group showed a significantly different effect when the canal was enlarged to larger than #30. There was a significant difference in removing apical smear layer between the needle penetration depth of WL-3 mm and WL-9 mm. Conclusions: Removal of smear layer from the apical portion of root canals was effectively accomplished with apical instrumentation to #35/40 06 taper file and 3 mm needle penetration from the working length.

편심축하중을 받는 강섬유보강 콘크리트 기둥의 실험적 연구 (An Experimental Study on Eccentrically Loaded Steel Fiber Reinforced Concrete Columns)

  • 박홍용;안영진
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2000년도 가을 학술발표회 논문집(II)
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    • pp.857-860
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    • 2000
  • An experimental study on the behavior of Steel Fiber Reinforced Concrete Columns under eccentric compression are presented. Forth-one columns were tested; the variables were column type, eccentricity of load, fiber contents, and longitudinal reinforcement ratio. The column size was $250\times160$ mm in cross section with an effective length of 1150 mm. Eccentricity of load was varied in the range from 1/6 to 1/2 times the column depth. This paper is to provides a framework for basic understanding of the steel fiber concrete columns.

스트레인 게이지를 이용한 수종 수복재의 중합수축 영향 평가 (A STUDY ON THE EFFECT OF POLYMERIZATION SHRINKAGE OF SEVERAL COMPOSITE RESIN USING STRAIN GAUGE)

  • 이인천;김종수;유승훈
    • 대한소아치과학회지
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    • 제36권1호
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    • pp.20-29
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    • 2009
  • 본 연구는 광중합 충전 재료의 적층 방법에 따른 중합수축 양상을 스트레인 게이지를 이용하여 측정하고, 이를 응력으로 환산하여 치면에 미치는 영향을 평가하였다. 발거된 영구치 70개의 치경부에 가로 3 mm, 세로 3 mm, 높이 1.5 mm의 와동을 형성하고, 일회 충전, 수평 적층법, 사면적층법으로 나누어 수복 재료를 충전하였다. Plasma arc lamp(PAL)를 사용한 고출력 광중합기를 광원으로 사용하였으며, 수복 재료는 Filtek $Z-250^{(R)}$ 복합레진, $Dyract^{(R)}$ AP 컴포머 그리고 $Tetric^{(R)}$ Flow 유동성 복합레진을 사용하였다. 중합과정동안 스트레인 게이지를 이용하여 치면에 발생된 스트레인을 측정하였고, 이를 응력으로 환산하여 다음과 같은 결론을 얻었다. 1. Strain 값은 광중합 개시와 함께 급격히 증가하였으며, 시간이 지남에 따라 서서히 감소하는 양상을 보여 주었다. 2. $Z-250^{(R)}$의 수축응력이 $Dyract^{(R)}$ AP와 $Tetric^{(R)}$ Flow에 비해 상대적으로 높게 나타났으나 통계학적 유의차는 없었다(p>0.05). 3. $Z-250^{(R)}$$Dyract^{(R)}$ AP에서 3가지 와동 충전 방법 간에는 수축응력의 차이가 없었다(p>0.05). 4. 와동 충전 방법에 따른 충전 재료 간에도 수축응력의 유의차는 없었다(p>0.05). 이상의 결과를 종합해보면 $Dyract^{(R)}$ AP는 광중합 과정과 자가 중합 과정이 함께 일어남으로 인해 $Z-250^{(R)}$보다 상대적으로 중합 수축이 적게 나타난 것으로 판단되었다. $Tetric^{(R)}$ Flow는 한 번에 충전을 완료할 수가 있어 시간 소모가 적고 치질에 대한 중합수축력도 적어 유치 와동 충전 시 유용한 충전 방법이라고 판단되었다. 향후 와동 충전 방법의 방향과 광중합 시간 간격이 광중합수축에 미치는 영향 등에 대한 추가 연구가 필요하다고 사료되었다.

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