• Title/Summary/Keyword: 노출강도

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뉴스&토픽 - 해외

  • Korean Federation of Science and Technology Societies
    • The Science & Technology
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    • no.6 s.409
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    • pp.8-9
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    • 2003
  • 당뇨병 환자, 걸어야 오래 산다/ 고섬유 식사, 결장암 예방효과 확인/ 자동차 배기가스, 정자 질 떨어드려/ 야간 조명 노출, 암과 연관있어/ 성별 다른 쌍둥이 사회성 탁월/ 납 노출, 아이들 지능 저하시켜/ 심장병 막으려면 고강도 운동 필요

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The Change in Interfacial and Mechanical Properties for Glass Fiber/p-DCPD Composites with Degree of Ruthenium Catalyst Activation (루테늄촉매 활성정도에 따른 유리섬유/폴리다이사이클로펜타다이엔 복합재료의 기계 및 계면물성 변화)

  • Shin, Pyeong-Su;Kim, Jong-Hyun;Baek, Yeong-Min;Park, Ha-Seung;Kwon, Dong-Jun;Park, Joung-Man
    • Journal of Adhesion and Interface
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    • v.19 no.1
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    • pp.13-18
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    • 2018
  • At ruthenium (Ru) catalyst was exposed from the atmosphere, the degree of catalyst activation decreased. The change of catalyst activity with the number of days of exposure to air for the Ru catalyst was confirmed using the surface tension method quantitatively. Mechanical properties and surfactant change after polymerization by DCPD using Ru catalyst for each air exposure day was evaluated. The Ru catalyst mixed with a dilution agent was exposed in the air and color was monitored for each day. Surface tension was measured using Wilhelmy and PTFE and associated with different catalyst activities. Heat was measured in real time during polymerizing DCPD with Ru catalyst. After polymerization, tensile strength was measured for p-DCPD and the change of material property was measured. Interfacial properties were also evaluated via microdroplet pull-out tests between glass fiber and p-DCPD. The surface tension was stable until the 4 days (33 dyne/cm) whereas the surface energy increased at the 10 days (34 dyne/cm), which could be correlated with oxidation of the catalyst. Tensile property and interfacial shear strength (IFSS) was also stable until the 4 days (tensile strength: 38 MPa and IFSS: 26 MPa) whereas the mechanical property decrease at 10 days (tensile strength: 15 MPa and IFSS: 3 MPa) dramatically.

Analysis on Evaluation Method for Human Exposure to Electromagnetic Fields based on 2-ray Propagation Model (2-ray 전파모델을 적용한 전자파 인체노출 평가에 관한 고찰)

  • Cho, Kwanh-Yun;Yoon, Jae-Hoon
    • Proceedings of the KIEE Conference
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    • 2008.10b
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    • pp.419-420
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    • 2008
  • 근래 무선통신기술의 발전으로 휴대폰 등, 무선기기의 사용이 급증하고 있으며, 주택가 인근에는 많은 무선기지국들이 시설되어 있다. 이러한 무선기기의 무선시설물은 목적한 바의 신호 송출을 위하여 전자파를 방출하고 있다. 본 논문에서는 무선기지국 안테나 근처에 서 있는 사람이 전자파에 노출될 때를 가정하여 2-ray 전파모델을 적용하려 참조규격의 전기장 강도 및 전력밀도를 산출하는 새로운 평가방법을 제시하고, 본 방법을 적용하여 일례의 전자파인체노출기준의 적합성을 평가한 결과를 분석, 고찰한다.

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Test Results of Composite Cylinder Surface Temperature change between Pool Fire and Single Impinging Jet Flame Exposure Condition (전체 화염 및 단일 화염 노출 조건에서 복합재료 용기 표면 온도 변화 비교)

  • Lee, Jae-Hun;Hwang, Jun-Ho;Kim, Young-Seop;Kim, Hyo
    • 한국신재생에너지학회:학술대회논문집
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    • 2009.06a
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    • pp.648-651
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    • 2009
  • 탄소섬유강화플라스틱(CFRP:Carbon Fiber Reinforced Plastic)용기의 외부에 화재가 발생할 경우 함침된 수지(Resin)가 탄화되면서 자체 강도가 약화되고 충전된 가스가 외부 온도 상승에 따라 압력 상승이 발생하여 용기의 폭발로 이어지는 사고가 발생할 개연성이 높다. 화염 노출조건에서 복합재료 용기의 폭발을 방지하기 위하여 용기용 밸브에 내장된 온도감응식 압력안전장치(TPRD:Thermally activated Pressure Relief Device) 작동 성능을 검증하기 위한 방법으로 화염실험(Bonfire test)를 실시하고 있으나, 개방 공간에서 실시되는 이 실험은 표면 온도 변화가 매우 크게 발생하여 실험에 대한 재현성(Reproducibility)에 의문이 제기되고 있다. 따라서, 표면 온도를 일정하게 유지하기 위한 실험 방법의 개선이 필요하다. 본 연구에서는 경유+heptane을 이용한 전체 화염에 노출되는 경우와, 천연가스를 이용한 단일화염에 노출되는 경우의 실험 결과 비교를 통하여 화염 노출 표면 온도를 일정하게 유지하기 위한 가열 방법의 타당성을 검토하였다. 또한, 복합재료 라이너(Liner)의 온도 변화 비교를 통하여 집중화염 노출 조건에서 열전달 특성을 알아보았다.

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Bioconcentration of Polycyclic Aromatic Hydrocarbons and Biochemical Changes in Oyster, Crassostrea gigas: a model study with anthracene (참굴에서의 Polycyclic Aromatic Hydrocarbons의 축적성과 생화학적 변화II: Anthracene을 model 물질로 한 연구)

  • 서영호;정의영;김강전;배주현;류동기;황인영;김정상;박관하
    • The Korean Journal of Malacology
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    • v.14 no.2
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    • pp.113-120
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    • 1998
  • 참굴에 다환성방향족탄화수소(PAHs)의 축적성과 이 물질들이 미치는 독성을 평가하기 위해 해양환경에서 빈번히 검출되는 PAHs 중의 하나인 anthracene을 사용한 모델연구를 수행하였다. Anthracene을 0.01-1ppm의 농도로 2주간 참굴에 노출시켰을 때 참굴 조직내의 anthracene의 농도는 노출기간 및 노출강도에 비례하여 최고 25-85배까지 증가하였다. 소화맹낭과 폐각근의 지질 과산화물가는 노출기간 및 노출농도에 관련하여 현저히 증가하였으나 수용성단백질, glycogen, nucleoside/nucleotide 및 핵산의 함량은 변화하지 않았다. 이 결과로 anthracene은 굴의 조직내로 원할하게 축적됨을 확인하였으며 과산화지질의 함량은 anthracene에의 오염에 대한 예민한 생화학적 지표가 될 수 있을 것으로 사료된다.

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Evaluation of Apparent Chloride Diffusion Coefficient and Surface Chloride Contents of FA concrete Exposed Splash zone Considering Crack Width (비말 지역에 노출된 FA 콘크리트의 균열을 고려한 겉보기 염화물 확산계수 및 표면 염화물량 평가)

  • Yoon, Yong-Sik;Kwon, Seung-Jun
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.23 no.6
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    • pp.18-25
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    • 2019
  • The cracks occurred during service life of concrete structure should be considered in durability design, because of the concrete's material property which is weak in tensile strength. In this study, the fly ash concrete mixtures considering 2 levels of strength is designed and outdoor exposure tests are conducted for those concrete specimens. The exposure environment is set to a splash zone, and in order to evaluate the effect of crack width on the behavior of chloride diffusion, the crack width of up to 1.0 mm is generated at intervals of 0.1 mm at each concrete mixture. After that, apparent chloride diffusion coefficient and surface chloride contents are deducted considering 3 levels of exposure periods(180 days, 365 days, 730 days). The diffusion coefficients of two types of mixture increase with the increase of crack width, and the diffusion coefficients decrease with the increase of exposure periods. In addition, the effect of the crack width on the diffusion coefficient is reduced as the exposure periods increase, which is attributed to the extra hydrate by chloride ion reducing the diffusivity of concrete. The behavior of the surface chloride contents does not significantly change by the increase in crack width, compared to the behavior of apparent chloride diffusion coefficient. Also, In the high strength FA concrete mixture, the surface chloride contents are 78.9 % ~ 90.7 % than the normal FA strength concrete mixture. Thus, Surface chloride contents have correlation with the strength of concrete.

Strength and Carbonation Characteristics in OPC Concrete under Long-Term Exposure Conditions in Various Sea Environments (다양한 해양환경에 장기 노출된 OPC 콘크리트의 강도 및 탄산화 특성 )

  • Hyeon-Woo Lee;Geum-Chae Shin;Seung-Jun Kwon
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.28 no.1
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    • pp.53-60
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    • 2024
  • Compressive strength in concrete has many affecting parameters and varies with exposure conditions. Although the concrete has same mix proportions, its properties are different with exposure conditions, and sea-environment can be classified into three groups such as tidal, atmospheric, and sea submerged region particularly. In this study, compressive strength was evaluated on 7-year-cured concrete and the results from previous equations (KDS, ACI, CEB, and JSCE) were compared with them. Furthermore the strength and carbonation progress were evaluated on concrete cured for 7 years exposed to three different sea environment. Three levels of w/c (water to cement) ratio (0.37, 0.42, and 0.47) and three different exposure conditions (tidal, atmospheric, and submerged) were considered. The results from wet-cured condition are all higher than those from the previously proposed equations, and the results from different sea exposure conditions (tidal, atmospheric, and submerged region) were lower than those from wet-cured condition. A reduction of strength was evaluated with increasing w/c ratio and the minimum strength was evaluated in the sea-submerged conditions. Several experimental constants applicable to the previous equations were obtained from regression analysis since the strength change with w/c ratios were not considered in those equations. Regarding carbonation depth with different exposure conditions, higher carbonation depth clearly was observed with increasing w/c ratios, and evaluated in the order of atmospheric, submerged, and tidal region. Considerable carbonation depth was observed in submerged and tidal region due to sulfate ion and dissloved carbon dioxide as well.

Effect of Aligned Steel Fibers by a Solenoid on Flexural Fracture Behavior (솔레노이드에 의해 정렬된 강섬유가 휨파괴 거동에 미치는 영향)

  • Gyu-Pil Lee;Do-Young Moon
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.27 no.6
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    • pp.193-200
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    • 2023
  • This paper investigates the effect of directional alignment of steel fibers using an electromagnetic field on the flexural fracture behavior of steel fiber reinforced concrete. A specially designed and manufactured solenoid, capable of aligning steel fibers in the longitudinal direction of the beam specimen, was employed for this purpose. Beam specimens with a design strength of 30 MPa were produced, and failure tests were conducted on specimens exposed to electromagnetic fields and those without exposure. Experimental variables included the mixing ratio and aspect ratio of steel fibers. The results of the experiments revealed a slight increase in flexural strength and crack mouth opening displacement at the maximum load for specimens exposed to the electromagnetic field. Notably, a significant enhancement in fracture energy was observed.

Study on the Mechanical Properties of Lightweight Mortar for Fire Protection Covering Material in High Strength Concrete (고강도콘크리트용 내화피복재로 활용하기 위한 경량모르타르의 역학적 성상)

  • Lim, Seo-Hyung;Yoo, Suk-Hyung;Moon, Jong-Woog
    • Fire Science and Engineering
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    • v.25 no.5
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    • pp.8-13
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    • 2011
  • High strength concrete is the occurrence of explosive spalling associated with high temperature such as a fire. The spalling causes the sever reduction of the cross sectional area with the exposure of the reinforcing steel, which originates a problem in the structural behaviour. The purpose of this study is to investigate the mechanical properties of lightweight mortar using perlite and polypropylene fiber for fire protection covering material. For this purpose, selected test variables were the ratio of water to cement, the ratio of cement to perlite, contents of polypropylene fiber. As a result of this study, it has been found that addition of perlite and polypropylene fiber to mortar modifies its pore structure and reduces its density. And it has been found that a new lightweight mortar can be used in the fire protection covering material.