• 제목/요약/키워드: Three rods test

검색결과 21건 처리시간 0.022초

이간계와 삼간계를 이용한 동적 입체시의 비교 (The Comparasion of the Dynamic Stereoacuity with Two-Rods Test and Three-Rods Test)

  • 심현석;김상문;김상현;김영청
    • 한국안광학회지
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    • 제20권3호
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    • pp.377-384
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    • 2015
  • 목적: 본 연구는 이간계인 하워드-돌먼 입체검사와 삼간계로 성인의 동적 입체시를 측정하여 비교해 보고, PD 및 굴절이상과 동적 입체시의 상관성을 분석해 보았다. 방법: 평균연령 $21.27{\pm}2.32$(19~32)세인 성인 93명(남자50, 여자43)을 대상으로 이간계(two-rods test)와 삼간계(three-rods test)로 검사거리 2.5 m에서 동적 입체시를 각각 5회 측정하였다. 결과: 이간계와 삼간계로 측정한 동적 입체시는 각각 전체 평균 $29.91{\pm}23.03$초, $23.75{\pm}21.65$초 였고, 이중 남자는 $28.36{\pm}22.38$초, $22.28{\pm}23.79$초 여자는 $31.71{\pm}23.91$초, $25.46{\pm}19.00$초로 이간계에 비해 삼간계로 측정한 동적 입체시가 모두 좋았으나 통계적으로 유의한 차이는 없었다(p>0.05). PD 평균 표준편차 범위 60.63 mm~66.19 mm 사이의 동적 입체시는 이간계 $31.48{\pm}24.87$초, 삼간계는 $22.54{\pm}17.22초$로 통계적으로 유의한 차이가 있었으나(p<0.05), 두 검사법의 동적 입체시와 PD의 상관성은 크지 않았다. 굴절이상을 기준으로 할 때도 이간계에 비해 삼간계로 측정한 동적입체시가 모두 더 좋게 나타났으나 통계적으로 유의한 차이는 없었고(p>0.05) 굴절이상과 두 동적 입체시간의 상관성도 거의 없었다. 두 입체시는 일반적으로 정상인의 동적 입체시로 간주하는 30~50초 범위에 해당하는 결과가 나타났다. 결론: 삼간계는 이간계보다 입체시가 더 낮게 나타나 동적 입체시의 더 낮은 최소 역치를 측정할 수 있고, 두 검사법이 성인의 동적 입체시 표준검사법으로 사용되고 동적 입체시의 기준을 적용하는데 유용할 것으로 사료된다. PD와 굴절이상은 동적 입체시에 큰 영향을 주지 않는 것으로 나타났다.

외부 포스트텐션 콘크리트 보의 전단강도 (Shear Strength of Externally Post-Tensioned Concrete Beams)

  • 이수헌;강현구;신경재
    • 한국공간구조학회논문집
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    • 제15권1호
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    • pp.57-64
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    • 2015
  • This paper shows the test results of continuous reinforced concrete beams with external post-tensioning rods. Six three-span beams were prepared and tested to fail. Three beams were designed to have flexure-dominating behavior and the others to have shear-critical behavior. In each group, one beam without external post-tensioning rods was designated as a control beam and two beams had the external post-tensioning rods of 18 mm or 22 mm diameter. External post-tensioning rods were installed within an interior span of 6000 mm. They show V-shaped configuration because two anchorages were located at the top of interior supports and a saddle pin at mid-span was installed at the bottom of the beam. Test results show that the load and shear capacities of strengthened beams were increased when compared with the control beam. Additionally, the measured shear strength was compared with the strength predicted by ACI 318-11 code equations. The detailed ACI 318-11 equation predicted the measured shear strength and failure location of the continuous beam reasonably well.

원거리 정적 입체시와 동적 입체시의 평가 및 상관관계 (Comparison and Correlation between Distance Static Stereoacuity and Dynamic Stereoacuity)

  • 김영청;김상현;심현석
    • 한국안광학회지
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    • 제20권3호
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    • pp.385-390
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    • 2015
  • 목적: 본 연구는 원거리 Randot 입체검사(Distance Randot Stereotest, STEREO OPTICAL. Co., Inc. USA)를 이용한 정적 입체시(static stereoacuity)와 삼간계(three-rods test, iNT, Korea)를 이용한 동적 입체시(dynamic stereoacuity)를 평가해보고, 두 입체시의 기준과 상관관계, 두 검사법의 유용성에 대하여 알아보았다. 방법: 평균연령 20.88세(19~32세)인 정상 성인 109명(남자 61명, 여자 48명)을 대상으로 원거리 Randot 입체검사는 검사거리 3 m에서 정적 입체시를, 삼간계는 2.5 m에서 동적 입체시를 측정하였다. 결과: 원거리 정적 입체시는 평균 $155.77{\pm}133.11$초, 동적 입체시는 평균 오차거리 $11.13{\pm}9.69mm$, 등가 환산 입체시 $23.44{\pm}20.96$초로 두 입체시는 통계적으로 유의한 차이가 있었고(p=0.00), 상관성은 비교적 낮았다(${\rho}=0.226$). 동적 입체시의 경우 오차거리 20 mm를 기준으로 정상범위로 구분하였을 때, 97명(89%)에서 20 mm 이하의 오차거리가 나타났고 이들의 평균 오차거리는 $8.43{\pm}5.10mm$, 환산 평균 동적 입체시는 $17.68{\pm}10.67$초였다. 오차거리 20 mm는 등가 환산 동적 입체시 40.99초(PD 62 mm 기준)이다. 결론: 정적 입체시와 동적 입체시의 상관성은 매우 적어 서로 다른 기능으로 구분하여 검사법을 적용하여야 한다. 원거리 Randot 입체검사는 단안단서가 배제된 정적 입체시를, 삼간계는 단안단서가 존재하는 일상생활의 자연시 상태에서 눈과 손의 협응반응이 포함된 동적 입체시를 측정할 수 있어 두 입체시의 기준을 마련하는데 적절하며, 두 검사법을 병행 사용함이 유용하다고 사료된다. 삼간계 동적 입체시는 성인의 정상범위를 오차거리 20 mm를 기준으로 구분하는 것이 통계적인 관점에서 적합하다고 사료된다.

세막대 검사에서 막대 간 거리와 막대두께 차이에 의한 동적입체시력의 변화 (Changes of Dynamic Stereoacuity Depending on Distance between Rods and Rod Thickness in Three Rods Test)

  • 한경도;이민재;김상엽;문병연;유동식;조현국
    • 한국안광학회지
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    • 제21권3호
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    • pp.253-257
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    • 2016
  • 목적: 주시물체간의 거리와 물체의 크기 변화가 동적입체시력에 변화를 주는 요인인지 확인하고자 하였다. 방법: 피검사자는 평균연령 $23.89{\pm}1.76$세의 37명(남26명, 여11명)이었다. 모든 피검사자는 완전교정된 안경을 착용하였으며, 교정시력은 0.9 이상이었다. 입체시력은 세막대검사를 실시하였고, 좌 우 막대간 시야각은 $5^{\circ}$, $10^{\circ}$, 그리고 $15^{\circ}$, 막대두께는 7 mm, 14 mm, 그리고 21 mm로 하여 각각의 조건을 설정하였다. 각 조건에서의 입체시력 측정은 2.5 m 거리에서 각각 3회 반복측정하여 평균값을 기록하였다. 결과: 막대두께가 7 mm, 14 mm일 때, 시야각이 커질수록 동적입체시력이 감소하였으며, 시야각 $5^{\circ}$와 비교하여 $10^{\circ}$$15^{\circ}$에서 각각 유의하게 감소하였다(p<0.01). 막대두께가 21 mm일 때, 시야각이 커질수록 동적입체시력이 감소하였으며, 특히 시야각 $5^{\circ}$와 비교하여 $15^{\circ}$에서 유의하게 감소하였다(p<0.01). 막대두께에 따른 동적입체시력은 막대가 두꺼워질수록 입체시력이 증가하는 경향이었다. 결론: 주시물체간의 시야각과 주시물체의 크기는 동적입체시력에 영향을 주는 요인인 것으로 나타났다.

전면부 변형형태에 따른 보강토 벽체 구조물의 파괴거동에 관한 연구 (A Study on the Failure Behavior of the Reinforced Earth Wall Structures according to the Deformed Types of the Face)

  • 김준석;이상덕
    • 한국지반공학회논문집
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    • 제15권4호
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    • pp.167-173
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    • 1999
  • 본 논문에서는 전면부 변형형태에 따른 보강토옹벽의 파괴거동을 탄소봉 모형 실험장치를 이용하여 실험적으로 연구하였다. 실험에서는 모형 보강토 벽체의 전면판 변형 형태를 상부변형, 수평변형, 하부변형 등 3종류로 나누어 실시하였다. 변형된 벽체의 파괴선을 육안으로 확인하기 위하여 사진촬영 기법을 이용하였다. 실험결과 상부변형의 조건일 경우 파괴선은 포물선의 형태를,수평이동의 조건일 경우 파괴선은 매우 큰 원호의 형태를 보였으며, 하부변형의 조건일 경우 파괴선은 직선화된 대수나선형태를 보였다. 현재 설계에 많이 사용되고 있는 복합중력식 설계법의 가상파괴선은 하부변형 조건의 파괴선과 가장 유사한 형태를 보였다.

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1D AND 3D ANALYSES OF THE ZY2 SCIP BWR RAMP TESTS WITH THE FUEL CODES METEOR AND ALCYONE

  • Sercombe, J.;Agard, M.;Struzik, C.;Michel, B.;Thouvenin, G.;Poussard, C.;Kallstrom, K.R.
    • Nuclear Engineering and Technology
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    • 제41권2호
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    • pp.187-198
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    • 2009
  • In this paper, three power ramp tests performed on high burn-up Re-crystallized Zircaloy2 - UO2 BWR fuel rods (56 to 63 MWd/kgU) within the SCIP project are simulated with METEOR and ALCYONE 3D. Two of the ramp tests are of staircase type up to Linear Heat Rates of 420 and 520 W/cm and with long holding periods. Failure of the 420 W/cm fuel rod was observed after 40 minutes. The third ramp test consisted of a more standard ramp test with a constant power rate of 80 W/cm/min up to 410 W/cm with a short holding time. The tests were first simulated with the METEOR 1D fuel rod code, which gave accurate results in terms of profilometry and fission gas releases. The behaviour of a fuel pellet fragment and of the cladding piece on top of it was then investigated with ALCYONE 3D. The size and the main characteristics of the ridges after base irradiation and power ramp testing were recovered. Finally, the failure criteria validated for PWR conditions and fuel rods with low-to-medium burn-ups were used to analyze the failure probability of the KKL rodlets during ramp testing.

Polyphosphate가 함유된 근관충전재가 구강세균의 성장에 미치는 영향 (EFFECT OF POLYPHOSPHATE IN ROOT CANAL SEALERS ON THE GROWTH OF ORAL BACTERIA)

  • 박석범;최기운;최호영
    • Restorative Dentistry and Endodontics
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    • 제26권2호
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    • pp.141-152
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    • 2001
  • Eliminating the infecting bacteria of the root canal system and preventing reinfection must be the main objectives of all endodontic works. None of commercially available root canal sealers have the properties of desirable tissue compatibility and strong antibacterial activity. The purpose of this study is to develope an ideal root canal sealer using commercially available polyphosphate (polyP), Calgon, which is known to be antibacterial and safe. For the study. resin type AH26, zinc oxide eugenol type Tubli Seal. Ca(OH)$_2$ type Apexit as base sealers for polyP (0~3%) and para formaldehyde containing N2 as a control base were selected. Specimens (3$\times$4mm) of the sealers were prepared in a 37$^{\circ}C$ incubator for 3 and 10 days and their antibacterial activity against streptococci and black pigmented anaerobic rods was observed using an agar diffusion method. The result were as follows: 1. Among 3 day old root canal sealers. N2 as a positive control showed the strongest antibacterial effect. followed by AH26. Tubli Seal and. Apexit which barely showed antibacterial activity against the test bacteria. In contrast. 10 day old AH26 showed a greater antibacterial activity than 10 day old N2. 2. All sealer specimens showed a greater antibacterial activity against black pigmented anaerobic rods than streptococci. Three day old ones appeared to be more antibacterial than 10 day old ones except for Apexit. 3. As compared to N2, 3 day old AH26 demonstrated a similar antibacterial activity against black pig mented anaerobic rods but to a lesser extent to streptococci. Ten day old AH26 showed a greater antibacterial activity against black pigmented anaerobic rods than 10 day old N2. 4. As compared to AH26. Tubli Seal generally revealed a lower antibacterial activity but it showed a greater antibacterial activity aginst S. gordonii Challis. 5. Enhancement of antibacterial activity by polyP was more clearly observed when it was added to Ca(OH)$^{\circ}C$ based root canal sealers. Tubli Seal and N2. 6. The addition of polyP enhanced the antibacterial activity of 3 day old AH26 against S. gordonii G9B (16%) and Challis (29%), and P. gingivalis 2561 (24%) only. Moreover, polyP failed to increase antibacterial activity of 10 day old AH26 against the test strains but P. gingivalis A7A1 28(13%). 7. The addition of polyP increased the antibacterial effect of 3 day old Tubli Seal on several test bacteria including s. mutans GS 5 (50%). s. gordonii G9B (47%) and Challis (122%). and all the test strains of P. gingivalis (13~35%) except for 9 14K 1. The addition of polyP to 10 day old Tubli Seal increased antibacterial activity of the root canal sealer against most test strains. 8. 3 day old Apexit failed to show antibacterial activity. if any very little against S. mutans GS 5 and Pr. intermedia ATCC 49046. However. polyP increased its antibacterial activity by 50 and 69%, respectively. Increase of antibacterial activity of 10 day old Apexit by polyP was more clearly observed than that of 3 day old one.

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Structural behavior of the stiffened double-skin profiled composite walls under compression

  • Qin, Ying;Li, Yong-Wei;Lan, Xu-Zhao;Su, Yu-Sen;Wang, Xiang-Yu;Wu, Yuan-De
    • Steel and Composite Structures
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    • 제31권1호
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    • pp.1-12
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    • 2019
  • Steel-concrete composite walls have been proposed and developed for applications in various types of structures. The double-skin profiled composite walls, as a natural development of composite flooring, provide structural and architectural merits. However, adequate intermediate fasteners between profiled steel plates and concrete core are required to fully mobilize the composite action and to improve the structural behavior of the wall. In this research, two new types of fasteners (i.e., threaded rods and vertical plates) were proposed and three specimens with different fastener types or fastener arrangements were tested under axial compression. The experimental results were evaluated in terms of failure modes, axial load versus axial displacement response, strength index, ductility index, and load-strain relationship. It was found that specimen with symmetrically arranged thread rods sustained more stable axial strain than that with staggered arranged threaded rods. Meanwhile, vertical plates are more suitable for practical use since they provide stronger confinement to profiled steel plate and effectively prevent the steel plate from early local buckling, which eventually enhance the composite action and increase the axial compressive capacity of the wall. The calculation methods were then proposed and good agreement was observed between the test results and the predicted results.

광범위한 압력조건하에서 균일 가열 수직 봉다발에서의 임계열유속 (Critical Heat Flux in Uniformly Heated Rod Bundle Under Wide Range of System Pressures)

  • 문상기;천세영;최기용
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2001년도 춘계학술대회논문집D
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    • pp.195-200
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    • 2001
  • An experimental study on critical heat flux (CHF) has been performed for water flow in a uniformly heated vertical 3 by 3 rod bundle under low flow and a wide range of pressure conditions. The objective of this study is to investigate the parametric trends of CHF with 3 by 3 rod bundle test section where three unheated rods exist. The general trends of the CHF are coincident with previous understandings. At low flow and system pressure above 3 MPa, some critical qualities are larger than 1.0 due to counter-current flow in test sections. Since there is a supply of water to the heated section from unheated section, the maximum CHFs at system pressure between 2 and 4 MPa are not shown.

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Relative Power Density Distribution Calculations of the Kori Unit 1 Pressurized Water Reactor with Full-Scope Explicit Modeling of Monte Carlo Simulation

  • Kim, Jong-Oh;Kim, Jong-Kyung
    • Nuclear Engineering and Technology
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    • 제29권5호
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    • pp.375-384
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    • 1997
  • Relative power density distributions of the Kori Unit 1 pressurized water reactor are calculated by Monte Carlo modeling with the MCNP code. The Kori Unit 1 core is modeled on a three-dimensional representation of the one-eighth of the reactor in-vessel component with reflective boundaries at 0 and 45 degrees. The axial core model is based on half core symmetry and is divided into four axial segments. Fission reaction density in each rod is calculated by following 100 cycles with 5,000 test neutrons in each cycle after starling with a localized neutron source and ten noncontributing settle cycles. Relative assembly power distributions are calculated from fission reaction densities of rods in assembly. After 100 cycle calculations, the system converges to a k value of 1.00039 $\geq$ 0.00084. Relative assembly power distribution is nearly the same with that of the Kori Unit 1 FSAR. Applicability of the full-scope Monte Carlo simulation in the power distribution calculation is examined by the relative root moan square error of 2.159%.

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