• 제목/요약/키워드: Depth of Penetration

검색결과 1,075건 처리시간 0.026초

Monte Csrlo 시뮬레이션을 이용한 생체조직내의 광선량 측정 (Measuring the Light Dosimetry Within Biological Tissue Using Monte Carlo Simulation)

  • 임현수;구철희
    • 대한의용생체공학회:의공학회지
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    • 제20권2호
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    • pp.199-204
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    • 1999
  • 생체조직내의 정확한 광선량 측정이 PDT 치료의 효과에 중요한 영향을 주므로 본 연구에서는 광선량 측정을 위해서 Monte Carlo 시뮬레이션을 이용하였다. 실험에 사용한 계수는 실제 생체조직의 광학계수이고 위상함수는 Henyey-Greenstein 위상함수를 사용하였다. 결과는 깊이에 따른 Fluency rate의 변화로 나타내었으며 기존 이론과의 차이는 0.35%에 지나지 않았다. 실험에 사용한 생체조직은 인체조직, 돼지조직, 쥐간조직, 토기근육조직이다. 대부분의 생체조직은 가시광선영역에서 큰 산란계수를 가지고 있으며 이것은 투과도에 큰 영향을 미치는 것으로 밝혀졌다. 가시광선 영역에서 인체조직의 투과 깊이는 1.5~2cm이었다. Monte Carlo 시뮬레이션을 이용하여 생체조직내의 광전파(light propagation), 광선량(light dosimetry), 에너지율(fluence rate), 투과깊이(penetration depth)를 효과적으로 측정할 수 있음을 보여주었다.

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포장도로의 실측값을 활용한 한국형 동결깊이 예측모델 개발 (Development of Prediction Model of Frost Penetration Depth on Pavement in Korea)

  • 홍승서;김영석;김학승
    • 한국지반신소재학회논문집
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    • 제9권3호
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    • pp.47-56
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    • 2010
  • 우리나라는 동절기 지반이 동결되는 계절성 동토지대로 겨울철에 기온이 영하가 되면 포장도로가 동상으로 융기되거나 봄철 융해기에 침하가 발생하여 포장체의 손상을 유발한다. 일반적으로 도로포장 설계에서는 동상으로 인한 피해를 방지하기 위하여 동상방지층을 설치하는데 국내에 적용하는 동상방지층 설계는 외국에서 적용하는 방법을 사용하고 있다. 이 방법들은 각 나라마다의 기후나 지반 여건을 고려하여 만들어진 것으로 국내에서 그대로 적용하는 데에는 문제가 있다. 즉, 외국의 동결깊이 산정방법을 국내 도로설계에 적용할 경우 동상방지층 설계깊이가 달라질 수 있으며 이에 따라 공사비의 과도한 집행이나 도로의 내구성 저하가 발생할 수도 있다. 본 논문에서는 다년간(1991~2010) 전국 포장국도에서 측정한 동결깊이 자료를 이용한 동결깊이 산정식을 도출하였으며, 이를 바탕으로 지역, 일사량 등의 외적요인에 대한 보정상수를 적용한 동결깊이 추정모델을 제안하였다.

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이온도입의 전류밀도에 따른 메틸렌 블루의 경피전달 효과 비교 (Comparison of Current Density on Iontophoretic Transdermal Delivery of Methylene Blue in Rat Skin)

  • 이재형;김진경;권필승;제갈승주
    • 대한물리의학회지
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    • 제9권2호
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    • pp.133-140
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    • 2014
  • PURPOSE: The purpose of this study was to compare the effect of current density on penetration depth, tissue concentration and transdermal transport of methylene blue(MB) by iontophoretic transdermal delivery. METHODS: Twenty-four male Sprague-Dawley rats were randomly divided into 1 mA($0.11mA/cm^2$), 2 mA($0.22mA/cm^2$), 4 mA($0.44mA/cm^2$), and 8 mA($0.89mA/cm^2$) groups. These rats were exposed to anodic iontophoresis of 1% MB using a direct current for 15 minutes. The penetration depth were measured using light microscopy from cryosections of skin tissue. The tissue concentration and transdermal transport were measured using biochemical analysis from target skin tissues. The data were analyzed with one-way analysis of variance. RESULTS: The significant differences in the penetration depth, tissue concentration and transdermal transport were detected among the groups(p<.001). Post hoc comparisons of the penetration depth, tissue concentration and transdermal transport of he 2 mA, 4 mA, and 8 mA iontophoresis groups were greater than in the 1 mA iontophoresis group(p<.05). There was no significant difference, however, among 2 mA, 4 mA, and 8 mA iontophoresis group. CONCLUSION: There was no difference in the efficiency of iontophoresis from 2 mA($0.22mA/cm^2$) to 8 mA($0.89mA/cm^2$). Higher current density can cause skin injury and discomfort sensation. In general, $0.5mA/cm^2$ is proposed to be the maximum iontophoretic current which should be used on human. The appropriate current amplitude should be selected by considering the safety current density and the depth of the target tissue.

Reliability of underground concrete barriers against normal missile impact

  • Siddiqui, N.A.;Khan, F.H.;Umar, A.
    • Computers and Concrete
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    • 제6권1호
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    • pp.79-93
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    • 2009
  • In the present paper, a methodology has been presented for the reliability assessment of concrete barriers that lie at a certain depth in the soil, and a missile (a rigid projectile) impacts the top of the soil cover normally, and subsequently after penetrating the soil cover completely it hits the barrier with certain striking velocity. For this purpose, using expressions available in the literature, striking velocity of missile at any depth of soil has been derived and then expressions for the depths of penetration in crater and tunnel region of concrete barrier have been deduced. These depths of penetration have been employed for the derivation of limit state functions. Using the derived limit state functions reliability assessment of underground concrete barrier has then been carried out through First Order Reliability Method (FORM). To study the influence of various random variables on barrier reliability, sensitivity analysis has also been carried out. In addition, a number of parametric studies is conducted to obtain the results of practical interest.

Descriptions of the Wood Anatomy and Safranine Impregnation in Gmelina arborea Roxb. from Bangladesh

  • Ahmed, Sheikh Ali;Chun, Su-Kyoung
    • 한국가구학회지
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    • 제18권2호
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    • pp.100-105
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    • 2007
  • In this report, we describe the anatomical features of Gmelina arborea Roxb. belong to the genera of Verbenaceae native to Bangladesh and safranine penetration depth in radial and longitudinal directions. The wood of this species was characterized mostly by distinct growth ring boundaries, diffuse-porous, simple perforations, alternate non-vestured intervessel pits, and relatively short vessel elements and medium fibers. Thin to thick walled septate fibers with simple to minutely bordered pits are confined to the radial walls. Tyloses are common. They are paratracheal axial parenchyma vascicnetric and confluent. Rays not higher than 1milimeter are found, and larger rays commonly 4 to 5 seriate are dominantly present, as are multi seriate rays composed of a procumbent ray with 1 row of square or upright cells. Acicular crystals are present in ray cells. Another experiment was taken under consideration to observe the liquid penetration depth in longitudinal and radial directions using safranine. It was found that safranine penetrated easily in longitudinal direction and sapwood was more permeable than heartwood.

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수압을 받는 콘크리트에서의 수분 이동에 관한 실험적 연구 (Experimental Study on the Water Penetration of Concrete with Water Pressure)

  • 유조형;이한승;강인석
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2006년도 춘계 학술발표회 논문집(II)
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    • pp.573-576
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    • 2006
  • The objective of the study is to investigate the depth of penetration of concrete water forced in under pressure. For this purpose, the experiments for the depth of penetration by selecting the factors and levels such as water pressure, pressure time were executed. The flow of water of concrete examined theoretically and experimentally. As a result, It is found that in the case of low water pressure approximately 0.15Mpa or less, the flow is Darcy seepage flow, the same as flow in an ordinary sand stratum, whereas in the case of high water pressure, the flow is diffused seepage flow accompanied by internal deformation of concrete.

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다중음원을 이용한 다중채널 해양 탄성파 탐사 (Marine Seismic Survey using a Multi-source System)

  • 김현도;김진후
    • 한국마린엔지니어링학회:학술대회논문집
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    • 한국마린엔지니어링학회 2006년도 전기학술대회논문집
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    • pp.209-210
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    • 2006
  • Digital technology has been applied to marine seismic survey to develop data processing technology and multi-channel marine seismic survey. In result, high-resolution marine seismic survey ended in a success. Surveys are conducted for various purposes using various frequencies of acoustic sources. A low frequency source is used for deeper penetration and a high frequency source is used for higher resolution survey. In this study, a multi-source system was used for multi-channel marine seismic survey to acquire seismic sections of both low and high frequencies. Variations of depth of penetration and resolution would be used to achieve more accurate analysis of formations. In this study, the multi-source system consists of Bubble Pulser(400 Hz) for low frequency source and Sparker(1.5 kHz) for high frequency source.

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고유동 폴리머 시멘트 모르타르의 내구성 (Durability of High-Fluidity Polymer-Modified Mortar)

  • 윤도용;이윤수;주명기;정인수
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2004년도 추계 학술발표회 제16권2호
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    • pp.691-694
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    • 2004
  • The effects of polymer-cement ratio and antifoamer content on the setting time and durability of high-fluidity polymer-modified mortars using redispersible polymer powder are examined. As a result, the setting time of the polymer-modified mortars using redispersible polymer powder tend to delayed with increasing polymer-cement ratio, regardless of the antifoamer content. The water absorption and chloride ion penetration depth of the high-fluidity polymer-modified mortars using redispersible polymer powder decrease with increasing polymer-cement ratio and antifoamer content. The water absorption and chloride ion penetration improvement is attributed to the improved bond between cement hydrates and aggregates because of the incorporation of redispersible polymer powder.

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액상 항균제를 도포한 하수시설용 단면복구재의 내구특성에 관한 실험적 연구 (An Experimental Study on the Durability Properties of Repair Mortar for Sewer Spread with Liquefied Antibiotic)

  • 이동혁;장재봉;나철성;조봉석;김재환;김무한
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2005년도 춘계 학술기술논문발표대회 논문집
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    • pp.211-214
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    • 2005
  • Recently, Deterioration of the concrete sewer concrete structures by biochemical corrosion has been issued and a development of the inhibition system of corrosion that has been demanded. The sulfuric acid may react with the hardened cement paste and originate expansive products which can induce swelling and breakless of concrete. Also, a sulphuric acid reacts with calcium hydroxide to from $CaSO_4\;\cdot\;2H_2O$. This reaction accounts for consumption of the calcium hydroxide present in hardened cement paste. In this study, To present from biochemical corrosion of the sewer repair mortar that was spread with liquefied antibiotic and then its experimental properties were experimentally investigated and to estimate the effect of absorbed condition of restorative mortar, the number of coating times and coating contents with antibiotic on the durability properties of restorative mortar spread with antibiotics. Also, testing items such as carbonation depth, choloride ion penetration depth and chemical resistance was tested to estimate the durability properties in third study. In results, the novellus bacillus inhabiting in sewer concrete structures was restrained by antibiotics developed in this study. And carbonation depth, choloride ion penetration depth and chemical resistance of restorative mortar spread with antibiotics was superior to that of plain mortar.

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해저면 토양마찰력에 의한 원통형 물체의 운동 (Motion of a Cylindrical Object due to Seabed Soil Friction)

  • 최경식;강신영;곽한우
    • 한국해양공학회지
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    • 제6권1호
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    • pp.19-28
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    • 1992
  • The motion of a cylindrical object resting on shallow seabed due to wave forces and soil friction is studied. Given environmental conditions such as wave characteristics and seabed soil properties, the equations of motion are derived and the corresponding reponses of the cylinder in two dimensional plane, i.e., translational and rotational displacements, accelerations, are calculated. The motion is substantially restrained by the penetration of a cylinder into seabed and the parametric study focuses on finding out a minimum penetration depth which makes the cylinder motionless.

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