• Title/Summary/Keyword: surface confinement

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Studying confined polymers using single-molecule DNA experiments

  • Hsieh, Chih-Chen;Doyle, Patrick S.
    • Korea-Australia Rheology Journal
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    • 제20권3호
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    • pp.127-142
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    • 2008
  • The development of fluorescence microscopy of single-molecule DNA in the last decade has fostered a bold jump in the understanding of polymer physics. With the recent advance of nanotechnology, devices with well-defined dimensions that are smaller than typical DNA molecules can be readily manufactured. The combination of these techniques has provided an unprecedented opportunity for researchers to examine confined polymer behavior, a topic far less understood than its counterpart. Here, we review the progress reported in recent studies that investigate confined polymer dynamics by means of single-molecule DNA experiments.

화재시 횡구속재 변화에 따른 고성능 콘크리트의 폭열방지성능에 관한 기초적 연구 (A Fundamental Study on the Performance of Spalling Resistance of High Performance Concrete with Material of Lateral Confinement Subjected to Fire)

  • 배정렬;황인성;홍상희;한민철;한천구
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2002년도 학술논문발표회
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    • pp.47-50
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    • 2002
  • This paper presents the results of fire resistance properties of high performance concrete varying with fiber kinds and the size of metal lath in order to verify the validities of fiber on the spatting resistance by fire. Metal lath, glass fiber and carbon fiber are used to confine the concrete. According to test results, plain concrete without lateral confinement and confined concrete with glass fiber and carbon fiber show entire failure after exposed to fire, while confined concrete with metal lath take place in the form of slight surface spatting by fire, which has favorable spatting resistance of concrete. As for the effect of the size of metal lath, when the size of metal lath is more than 1.2mm of thickness, the residual strength of concrete exposed to fire maintains more than 80% of its original strength. However, glass fiber and carbon fiber does not perform desirable spatting resistance by fire due to loss of lateral confinement of fiber exposed to fire caused by melting of fiber and reducing bond strength between concrete and fiber.

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다공성 실리콘의 발광에 관한 연구 (A Study on the Photoluminescence of Porous Si)

  • 김석;최두진;윤영수;양두영;김우식
    • 한국세라믹학회지
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    • 제32권5호
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    • pp.608-616
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    • 1995
  • Porous silicon (PS) was prepared under different anodization conditions and the photoluminescence (PL) was measrued. In addition PL of the naturally and thermally oxidized PS was measured. It was found that the PL peak was shifted to shorter wavelength as the anodization current density and the extent of the oxidation increased. The absence of correlation between the PL behavior and the surface hydrogen species (Si-H2, Si-H) implies that the mechanism of PL of PS is not likely related to the surface hydrogen species effect but to the quantum confinement effect.

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구속응력을 받는 콘크리트 구조물 해석을 위한 콘크리트 구성모델 (A Concrete Model for Analysis of Concrete Structure with Confinement)

  • 권민호;조창근
    • 콘크리트학회논문집
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    • 제15권3호
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    • pp.433-442
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    • 2003
  • 본 연구에서는 단조하중, 반복하중, 비례하중, 비례하지 않는 하중을 받는 콘크리트 구조물의 3차원 유한요소해석을 위한 비선형 아소성 콘크리트 모델을 개발하였다. 이 구성모델은 등가일축변형률 개념을 기초로 하여 3차원 구성관계를 세 개의 서로 독립된 등가일축 구성관계로 바꾸고 이들 통하여 콘크리트의 거동을 예측하도록 모델되었다. 일축 구성관계는 Willam-Warnke의 파괴면을 이용하여 주응력공간에서 구해진 최대 압축응력으로부터 결정되었다. 특히 중수압축을 따라 재하되는 하중에 대한 콘크리트의 비선형 특성을 예측하기 위하여 파괴면에 캡면을 도입하였다. 일축 구성관계는 Popovis와 Saenz의 모델을 근거로 하여 구속응력이 증가함에 따라 취성에서 연성으로 변화하는 현상을 묘사할 수 있도록 새롭게 유도하였다. 개발된 모델을 모델의 성능을 평가하기 위하여 여러 실험결과와의 비교를 시도하였다. 먼저 일정한 구속응력과 단조하중을 받는 실험결과와 비교하였고, 이축압축실험과 비례하지 않는 하중과 반복하중을 받는 삼축압축 실험결과와 비교하였다.

Experimental study on hollow steel-reinforced concrete-filled GFRP tubular members under axial compression

  • Chen, B.L.;Wang, L.G.
    • Steel and Composite Structures
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    • 제32권1호
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    • pp.59-66
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    • 2019
  • Hollow steel-reinforced concrete-filled GFRP tubular member is a new kind of composite members. Firstly set the mold in the GFRP tube (non-bearing component), then set the longitudinal reinforcements with stirrups (steel reinforcement cage) between the GFRP tube and the mold, and filled the concrete between them. Through the axial compression test of the hollow steel-reinforced concrete-filled GFRP tubular member, the working mechanism and failure modes of composite members were obtained. Based on the experiment, when the load reached the ranges of $55-70%P_u$ ($P_u-ultimate$ load), white cracks appeared on the surface of the GFRP tubes of specimens. At that time, the confinement effects of the GFRP tubes on core concrete were obvious. Keep loading, the ranges of white cracks were expanding, and the confinement effects increased proportionally. In addition, the damages of specimens, which were accompanied with great noise, were marked by fiber breaking and resin cracking on the surface of GFRP tubes, also accompanied with concrete crushing. The bearing capacity of the axially compressed components increased with the increase of reinforcement ratio, and decreased with the increase of hollow ratio. When the reinforcement ratio was increased from 0 to 4.30%, the bearing capacity was increased by about 23%. When the diameter of hollow part was decreased from 55mm to 0, the bearing capacity was increased by about 32%.

PP섬유 혼입 및 메탈라스 횡구속에 의한 고성능 콘크리트의 폭열방지에 관한 실험적 연구 (An Experimental Study on the Spatting Resistance of High Performance Concrete with PP Fiber Contents and Lateral Confinement by Metal-Lath)

  • 황인성;이백수;이병열;양성환;한천구
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2002년도 봄 학술발표회 논문집
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    • pp.557-562
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    • 2002
  • This paper describes the results of spalling by fire prevention of high performance concrete confining with metal-lath and containing PP fiber. According to test results, all the specimens without PP fiber shows entire failure after exposed to fire, while the other specimens confined with metal-lath has somewhat better spatting prevention performance than plain concrete specimens, which only show surface scale spatting combination of PP fiber with confinement of metal-lath leads to favorable spatting resistance. As PP fiber contents and thickness of metal-lath which is confined at concrete specimens increase, residual strength after exposed to fire shows to be increased.

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Compressive behavior of reinforced concrete columns confined by multi-spiral hoops

  • Chen, Y.;Feng, J.;Yin, S.
    • Computers and Concrete
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    • 제9권5호
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    • pp.341-355
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    • 2012
  • Numerical studies are performed to predict the stress-strain behavior of rectangular RC columns confined by multi-spiral hoops under axial and eccentric compressions. Using the commercial finite element package ABAQUS, the Drucker-Prager criterion and the yield surface are adopted for damaged plasticity concrete. The proposed finite element models are compared with the published experimental data. Parametric studies on concrete grades, confinement arrangement, diameter and spacing of hoops and eccentricity of load are followed. Numerical results have shown good agreements with experimental values, and indicated a proper constitutive law and model for concrete. Cross-sectional areas and spacing of the hoops have significant effect on the bearing capacity. It can be concluded that rectangular RC columns confined by multi-spiral hoops show better performance than the conventional ones.

Nanostructures of Block Copolymer under Confined Geometry

  • Jo, Won-Ho;Huh, June
    • 한국고분자학회:학술대회논문집
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    • 한국고분자학회 2006년도 IUPAC International Symposium on Advanced Polymers for Emerging Technologies
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    • pp.73-73
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    • 2006
  • We investigate the influence of the confinement on the mesophase formation of diblock copolymer caged in a cylindrical pore in which the surface of the pore preferentially attracts one of the blocks. Using cell dynamics simulation, we construct phase maps as a function of the composition of diblock copolymer (f) and the pore diameter (D) relative to the period at bulk ($L_{o}$). Depending on f and $D/L_{o}$, we observe a variety of confinement-induced mesophases ranging from a simple dartboard-like structure to more complicated structures involving various forms of helices or doughnuts.

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국한 충돌공기제트에 의한 발포 알루미늄 방열기의 열전달 특성 (Thermal Transport from an Aluminum Foam Heat Sink in a Confined Impinging Air Jet)

  • 황준;김서영;강병하
    • 대한기계학회논문집B
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    • 제27권4호
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    • pp.496-503
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    • 2003
  • An experimental study has been performed on thermal transport from an aluminum foam heat sink under a confined impinging air jet. Three kinds of aluminum foam heat sinks with 10, 20 and 40 PPI and a conventional pin-fin heat sink are tested in the present study. The jet Reynolds number is varied in the range of Re=667~5672 The effect of the confinement disk diameter and the distance between the confinement disk and the heater surface on the averaged Nusselt number is investigated in detail. The results are also compared with those of the unconfined impinging air jet. The critical distance, at which thermal performance shows a minimum compared to the unconfined jet impinging, will be described in terms of the Reynolds number and the pore density of the aluminum foam.

PDMS Nanoslits without Roof Collapse

  • Lee, Jin-Yong;Yun, Young-Keu;Kim, Yoo-Ri;Jo, Kyu-Bong
    • Bulletin of the Korean Chemical Society
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    • 제30권8호
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    • pp.1793-1797
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    • 2009
  • Soft lithography of polydimethyl-siloxane (PDMS), an elastomeric polymer, has enabled rapid and inexpensive fabrications of microfluidic devices for various biochemical and bioanalytical applications. However, fabrications of nanostructured PDMS components such as nanoslits remain extremely challenging because of deformation of PDMS material. One of the well-known issues is the unwanted contact between the surfaces of PDMS roof and bottom substrate, called ‘roof collapse’. Here we have developed a novel approach for the facile stabilization of PDMS nanoslits in the low height (130 nm)/width (100 $\mu$m) ratio without roof-collapse. Within 130 nm high nanoslits, we demonstrate the confinement of single DNA molecules. We believe that this approach will serve as a key to utilize PDMS as nanoslits for integrated microfluidic devices.