• 제목/요약/키워드: penetration-resistance

검색결과 759건 처리시간 0.027초

분말 용가재판을 사용한 광폭 오버레이용 트윈토치 GMAW 공정개발 (Development of GMAW Process with Twin Torch for Wide Overlay using Compound Filler Plate)

  • 황규민;김성덕;정병호;조상명
    • Journal of Welding and Joining
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    • 제26권4호
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    • pp.44-49
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    • 2008
  • Generally, wear plate is steel plate having improved surface contact strength and impact strength by surface hardening which is welded using materials with good corrosion resistance, wear resistance and thermal resistance property. CFP GMAW(Compound Filler Plate Gas Metal Arc Welding) is the cladding method using GMAW with the CFP, which is bound with waterglass, on the substrate. It has advantages of reducing compound powder loss, uniform penetration, and preventing hardness decrease. To develope mass production technique of CFP GMAW process for production of high quality wear plate, the method for controling shallow penetration and increasing productivity is required. In this study, twin torch method applied to CFP GMAW process for increasing productivity. And the method was developed by controling penetration control, CFP dry time, gas formation flux and water glass concentration. As a result, applying twin torch method to CFP GMAW process was possible and high quality wide bead could be made without overlap joint.

인체 대장암세포 다층배양계에서 파크리탁셀의 투과 (Penetration of Paclitaxel in Multicellular Layers of Human Colorectal Cancer Cells)

  • 최미선;박종국;알-압드 아메드;구효정
    • Journal of Pharmaceutical Investigation
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    • 제36권6호
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    • pp.385-392
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    • 2006
  • Paclitaxel is an important chemotherapeutic agent for the treatment of human solid tumors. Multicellular resistance(MCR) is considered to be a major mechanism of resistance of human solid tumors to chemotherapeutic agent such as paclitaxel, which includes barriers to drug penetration through tumor tissues. Multicellular layers(MCL) cultures resemble in vivo tumor condition in terms of MCR and has been used successfully to produce clinically relevant data. In the present study, we evaluated the penetration characteristics and post-penetration anti-proliferative activity of paclitaxel using MCL of human colorectal cancer cells(DLD-1 and HT-29) grown in Transwell inserts. The penetration of $[^{14}C]-paclitaxel$ was slower than that of mannitol which penetrates via paracellular pathway in DLD-1 MCL. The penetration of $[^{14}C]-paclitaxel$ was faster in HT-29 MCL compared to DLD-1 MCL, i.e., at 10 ${\mu}M$ 100% and 40% penetration were observed after 48 hr incubation for HT-29 and DLD-1 cells, respectively. When calculated using anti-proliferative activity in the conditioned media of bottom chamber, the penetration after 24 hr was very limited(less than 50%) and concentration-dependent at the concentrations tested in both MCL's. These results suggest that limited and differential penetration of paclitaxel in tumor tissues may contribute to lower and differential efficacy against human solid tumors.

Characteristics of high performance reinforced concrete barriers that resist non-deforming projectile impact

  • Dancygier, A.N.
    • Structural Engineering and Mechanics
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    • 제32권5호
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    • pp.685-699
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    • 2009
  • Current research and development of high performance concrete, together with study of phenomena that are pertinent to impact resistance, have lead to a new generation of barriers with improved properties to resist impact loads. The paper reviews major properties and mechanisms that affect impact resistance of concrete barriers as per criteria that characterize the resistance. These criteria are the perforation limit, penetration depth and the amount of front and rear face damage. From the long-known, single strength parameter that used to represent the barriers' impact resistance, more of the concrete mix ingredients are now considered to be effective in determining it. It is shown that the size and hardness of the aggregates, use of steel fibers and micro-silica have different effects on performance under impact and on the resistance. Additional pertinent phenomena, such as the rate and size effects, confinement and local versus global response, are pointed out with their reference to possible future developments in the design of impact resisting concrete barriers.

고화매트의 내구성 향상을 위한 시스템 개선의 실험적 연구 (An Experimental Study on Solidifying Mat of System Improving for Durability Improving)

  • 홍성록;이정윤;김영삼;박헌일;조병영
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2014년도 춘계 학술논문 발표대회
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    • pp.108-109
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    • 2014
  • The purpose of this study is to enhance durability of solidifying mat. solidifying mat excellent mechanical properties of geotextile. multi-layer coating system is applied to the mat and the chloride ions penetration resistance, chemical resistance, accelerated carbonation test were evaluated by testing the durability. Durability test results are as follows. chloride ions penetration resistance results are coated mat is approximately 70 % lower than plain. chemical resistance test results are coated mat no discoloration. accelerated carbonation test results are coated mat is approximately 90 % lower than the plain.

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PET 필름 내근시트와 FRP 도막층이 일체화된 방수·방근층의 방근성능에 관한 연구 (A Study on the Root-Resistance Performance of PET film Sheet applied by FRP Coating material)

  • 권영화;박진상;김동범;박완구;김병일;오상근
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2018년도 춘계 학술논문 발표대회
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    • pp.253-254
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    • 2018
  • In the construction industry, a variety of Root-Resistance Waterproofing Sheets ar being developed and studied. However, defects still occur in the sheet. In this study, the performance of the navigation is studied by Root-Resistance. As a result of the test, no piercing or penetration marks were found by root in all the specimens.

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CPT와 DMT를 이용한 고결모래의 변형계수 추정 (Estimation of Deformation Modulus of Cemented Sand using CPT and DMT)

  • 이문주;최성근;홍성진;이우진
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2008년도 추계 학술발표회
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    • pp.484-491
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    • 2008
  • The purpose of this study is to compare the cementation effect on cone resistance and DMT indices and to evaluate the deformation characteristic of cemented sand using cone resistance and dilatometer modulus. Specimens of various relative densities with three different cementation levels are prepared in a large calibration chamber under different vertical stress levels. Test result shows that the cone resistance and dilatometer modulus underestimate the deformation modulus of cemented sand, since in situ penetration tests such as CPT and DMT damage the cementation bonds during penetration. By regression analysis, the constrained modulus of cemented sand is related with the cone resistance and the dilatometer modulus.

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Evaluation of Impact Resistance of Steel Fiber and Organic Fiber Reinforced Concrete and Mortar

  • Kim, Gyu-Yong;Hwang, Heon-Kyu;Nam, Jeong-Soo;Kim, Hong-Seop;Park, Jong-Ho;Kim, Jeong-Jin
    • 한국건축시공학회지
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    • 제12권4호
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    • pp.377-385
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    • 2012
  • In this study, the Impact resistance of steel fiber and organic fiber reinforced concrete and mortar was evaluated and the improvement in toughness resulting from an increase in compressive strength and mixing fiber for impact resistance on performance was examined. The types of fiber were steel fiber, PP and PVA, and these were mixed in at 0.1, 0.5 and 1.0 vol.%, respectively. Impact resistance is evaluated with an apparatus for testing impact resistance performance by high-speed projectile crash by gas-pressure. For the experimental conditions, Specimen size was $100{\times}100{\times}20$, 30mm ($width{\times}height{\times}thickness$). Projectile diameter was 7 and 10 mm and impact speed is 350m/s. After impact test, destruction grade, penetration depth, spalling thickness and crater area were evaluated. Through this evaluation, it was found that as compressive strength is increased, penetration is suppressed. In addition, as the mixing ratio of fiber is increased, the spalling thickness and crater area are suppressed. Organic fibers have lower density than the steel fiber, and population number per unit area is bigger. As a result, the improvement of impact resistance is more significant thanks to dispersion and degraded attachment performance.

고속충격에 의한 아라미드 섬유강화 금속적층재의 방탄성능 및 동적파손거동에 관한 연구 (A Study on the ballistic impact resistance and dynamic failure behavior of aramid FRMLs by high velocity impact)

  • 손세원;이두성;김동훈;홍성희
    • 한국정밀공학회:학술대회논문집
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    • 한국정밀공학회 2000년도 추계학술대회 논문집
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    • pp.527-532
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    • 2000
  • The armor composite material targets such as aramid FRMLs with different type and ply number of face material and different type of back-up material, were studied to determine ballistic impact resistance and dynamic failure behavior during ballistic impact. Ballistic impact resistance is determined by $\textrm{V}_{50}$ ballistic limit, a statical velocity with 50% probability for complete penetration, test method. Also dynamic failure behaviors are respectfully observed that result from $\textrm{V}_{50}$ tests. $\textrm{V}_{50}$ tests with $0^{\circ}$ obliquity at room temperature were conducted with projectiles that were able to achieve near or complete penetration during high velocity impact tests. As a result, ballistic impact resistance of anodized Al 5052-H34 alloy(2 ply) is better than that of anodized Al 5052-H34 alloy(1 ply), but Titanium alloy showed the similar ballistic impact resistance. In the face material, ballistic impact resistance of titanium alloy is better than that of anodized Al 5052-H34 alloy. In the back-up material, ballistic impact resistance of T750 type aramid fiber is better than that of CT709 type aramid fiber.

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고로슬래그 미분말 콘크리트의 염화물 침투 저항성에 관한 연구 (A Study on Resistance of Chloride Ion Penetration in Ground Granulated Blast-Furnace Slag Concrete)

  • 송하원;권성준;이석원;변근주
    • 콘크리트학회논문집
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    • 제15권3호
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    • pp.400-408
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    • 2003
  • 염화물 이온은 철근의 부동태 피막을 파괴하여 부식을 촉진시키는 요인이며 철근의 부식은 콘크리트 구조물의 내구성뿐만 아니라 안전성에 가장 큰 영향을 주는 것으로 알려져 있다. 이러한 염해에 대해 적극적으로 대처하기 위하여 최근에는 공극률 슬래그 미분말의 사용이 본격화 되고 있다. 본 논문에서는 염해, 특히 보통 포틀랜트 시멘트 콘크리트 보다 우수한 염화물 이온의 침투저항성을 보유한 것으로 알려져 있는 공극률 슬래그 미분말 콘크리트에 대해 염화물 이온의 확산특성을 분석하였고, 염화물 이온의 거동을 해석할 수 있는 모델을 기존의 보통콘크리트 확산모델을 수정하여 제안하였다. 제안된 공극률슬래그 미분말 콘크리트의 염화물 이온 확산모델은 공극률슬래그 미분말 콘크리트에 대한 촉진염화물 분무실험 결과와 실제 RC 교량 교각부의 현장 염화물 실험결과와의 비교를 통하여 타당성을 검증하였으며, 검증된 모델을 이용한 해석과 실험을 통하여 고로슬래그 미분말 콘크리트의 염화물 이온의 침투에 따른 치환율 및 분말도에 따른 최적조건을 도출하였다. 고로슬래그 미분말 콘크리트의 염화물 이온 침투저항성은 고로슬래그 미분말을 사용함에 따라 보통 콘크리트에 비하여 우수하게 개선되었으며, 사용한 고로슬래그 미분말의 분말도보다 치환율에 영향을 더 받는 것으로 분석되었다.

콘크리트의 표면성능개선이 염소이온투과저항성에 미치는 영향에 관한 실험적 연구 (An experimental study on surface performance improvement of concrete influencing on resistance to chloride)

  • 김재성;강석표;홍성윤
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2004년도 춘계 학술발표회 제16권1호
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    • pp.782-785
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    • 2004
  • Salt attack is one of the serious deterioration factor with respect to the durability of concrete structure. Especially, in case of exposed rebar concrete structure in marine environment, corrosion of rebar is accelerated by penetration of $Cl^-$ from exterior. Through this path, volume of corroded rebar is increased about two and half times due to increased inner pressure originated from rust. As a consequence, the overall deterioration of concrete structure, namely, cracks, reduction of adhesive strength and pop-out is followed. In this paper, the effect of structure treatment of concrete on chloride resistance has been investigated. At the same time, the relationship among several characteristics, such as resistance to chloride, water absorption coefficient and surface hardness of concrete has been investigated. It is believed that surface performance improvement by the application of penetrative hardening agent influences on positively water absorption coefficient, surface hardness of concrete and resistance to chloride ion penetration.

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