• 제목/요약/키워드: Reinforce material

검색결과 122건 처리시간 0.024초

성능영향인자 변화에 따른 철근 콘크리트 기둥의 거동 (The Behavior of RC Columns on the Variation of Performance Influencing Factor)

  • 윤성환;최민철;박대효
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2008년도 춘계 학술발표회 제20권1호
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    • pp.281-284
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    • 2008
  • 구조물의 성능을 나타내는 성능평가에 있어 구조물의 재료 및 구조적 특성이 구조물의 성능에 미치는 영향을 분석하기 위해 고유치 해석과 비선형 정적해석을 수행하였다. 구조물의 성능에 영향을 주는 성능영향인자는 구조물의 재료적 특성과 관련하여 콘크리트 강도, 종방향 주철근, 횡구속 철근에 대하여, 구조적 특성과 관련하여 형상비, 축하중에 대하여 총 5가지로 정의하였다. 성능영향인자의 변화에 따른 분석 결과, 콘크리트 강도 증가에 따른 항복변위는 동일하지만 최대 기저전단력은 증가하였고 종방향 주철근 증가에 따른 항복변위와 최대 기저전단력은 모두 증가하였으며, 횡구속 철근 증가에 따른 항복변위와 최대 기저전단력의 변화량은 미비하였다. 형상비 증가에 따른 구조물의 항복변위는 증가하고, 최대 기저전단력은 감소하며, 축하중 증가에 따른 구조물의 항복변위와 최대 기저전단력은 감소하였다.

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표층안정재를 사용한 노후 농업용 저수지의 보강효과 분석에 관한 연구 (A Study on the Reinforcement Effect Analysis of Aging Agricultural Reservoir using Surface Stabilizer)

  • 김재홍;김유성;조대성
    • 한국지반신소재학회논문집
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    • 제19권2호
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    • pp.13-21
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    • 2020
  • 우리나라는 농업용수의 공급을 위해 소규모의 저수지가 건설되어 있으나 대부분이 준공년도로부터 50년 이상 경과된 것으로 조사되고 있어 노후화가 심각한 상황이다. 노후된 농업용 저수지의 경우, 누수 및 비탈면의 활동 등 심각한 결함이 발생하는 사례가 조사되고 있어 안전상 매우 취약한 문제가 있다. 이에 따라 국내에서는 그라우팅 공법을 활용하여 노후된 농업용 저수지의 보강이 이루어지고 있다. 그러나 그라우팅 공법의 주입재로 사용되는 시멘트는 생산과정에서 천연자원의 소비와 다량의 온실가스가 발생하고, 주입량, 배합비, 주입압력 등 다양한 요인에 의해 충분한 보강이 이루어지지 않는 문제가 있어 이를 대체할 수 있는 새로운 재료 및 공법의 개발이 요구되고 있다. 따라서 본 연구에서는 도로와 철도 비탈면의 안정성 확보를 위해 사용되고 있는 표층안정재에 대해 실내시험을 수행하고, 시험결과와 프로그램 해석결과를 분석하여 표층안정재를 노후 농업용 저수지의 보강재료로 사용하는 경우 보강효과를 검토하였다. 실내시험 결과, 표층안정재의 혼합비가 증가함에 따라 점착력은 증가하였으나, 혼합비 9% 이상에서는 뚜렷한 증가가 나타나지 않아 점착력의 증가가 가능한 최대 혼합비는 9%인 것으로 분석되었다. 또한 프로그램 해석결과에서는 노후 농업용 저수지의 비탈면 1.0m를 보강하는 경우 안전율이 약 1.4배 증가하여 표층안정재를 사용한 노후 농업용 저수지의 보강은 충분히 가능한 것으로 나타났고, 보강방법으로는 비탈면과 비탈면 하부를 동시에 보강하는 것이 가장 적절한 것으로 나타났다.

서프보드 적용을 위한 하이브리드 복합재료의 열적 특성 (Thermal Characteristics of Hybrid Composites for Application to Surfboard)

  • 김윤해;이진우;박창욱;박수정
    • 한국해양공학회지
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    • 제28권4호
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    • pp.351-355
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    • 2014
  • Today, carbon fibers are used as heating elements. Carbon fibers are generally used to reinforce composite materials because they are lightweight and have a high strength and modulus. Carbon fiber reinforced composite materials are used for aerospace, automobile, and wind turbine blade applications. This work explored the possibility of using carbon fiber reinforced composite materials as self heating materials. The temperatures of the carbon fiber reinforced composites were measured. These results verified that the carbon fiber reinforced composite materials could be used as heating elements. A glass fiber was laminated using various methods. The thermal characteristics of the composites were evaluated. This confirmed that the generation of heat varied according to the lamination thicknesses of the carbon fiber and glass fiber. As the number of carbon fiber laminations increased, the heat-generating temperature increased. In contrast, as the number of glass fiber laminations increased, the amount of heat decreased. The generation of heat and ability to remain warm could be controlled by controlling the carbon fiber and glass fiber laminations.

해양 및 일반대기환경의 폭로실험에 의한 철근콘크리트구조물 보수재료.공법의 성능평가 및 철근의 부식특성에 관한 연구 (A Study on the Corrosion Properties of Reinforcing bar and Performance Evaluation of Repair Material and Method for Reinforced Concrete Structure by Exposure Experiment under the Coastal and Normal Atmosphere Environment)

  • 남정수;노경민;신승봉;김영선;김규용;김무한
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2006년도 춘계학술논문 발표대회 제6권1호
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    • pp.167-171
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    • 2006
  • In this study, for the establishment of the performance evaluation methods of repair material and method for reinforced concrete structure and the quality control standards of durability recovery method, the quantitative exposure data by exposure experiment under the coastal and normal atmosphere environment is accumulated and analyzed. Investigating and evaluating the result of exposure experiment during 30 months of exposure age under the coastal and normal atmosphere environment, carbonation depth and chlorideion penetration depth very little penetrated than cover depth. It seems reasonable to conclude that main cause of corrosion of reinforcing bar are inner chloride-ion and macro cell from the result of corrosion area and corrosion velocity. Accordingly, it is considered that fundamental data on the performance evaluation and quality control standards of repair material and method could be presented through continuous exposure test in the future.

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지하주입 물질 거동 규명을 위한 4차원 전기비저항 영상화 (Application of 4-D resistivity imaging technique to visualize the migration of injected materials in subsurface)

  • 김정호;이명종
    • 한국지구물리탐사학회:학술대회논문집
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    • 한국지구물리탐사학회 2007년도 특별 심포지엄 논문집
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    • pp.31-42
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    • 2007
  • Dc resistivity monitoring has been increasingly used in order to understand the changes of subsurface conditions in terms of conductivity. The commonly adopted interpretation approach which separately inverts time-lapse data may generate inversion artifacts due to measurement error. Eventually the contaminated error amplifies the artifacts when reconstructing the difference images to quantitatively estimate the change of ground condition. In order to alleviate the problems, we defined the subsurface structure as four dimensional (4-D) space-time model and developed 4-D inversion algorithm which can calculate the reasonable subsurface structure continuously changing in time even when the material properties change during data measurements. In this paper, we discussed two case histories of resistivity monitoring to study the ground condition change when the properties of the subsurface material were artificially altered by injecting conductive materials into the ground: (1) dye tracer experiment to study the applicability of electrical resistivity tomography to monitoring of water movement in soil profile and (2) the evaluation of cement grouting performed to reinforce the ground. Through these two case histories, we demonstrated that the 4-D resistivity imaging technique is very powerful to precisely delineate the change of ground condition. Particularly owing to the 4-D inversion algorithm, we were able to reconstruct the history of the change of subsurface material property.

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FRP-연성재 적층복합체로 보강된 도시철도 개착식 터널 기둥의 내진보강효과 (Seismic Retrofit Effect for Column of Subway Tunnel Reinforced by FRP-Ductile Material Layered Composites)

  • 김두기;고성혁;김진영
    • 한국구조물진단유지관리공학회 논문집
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    • 제14권6호
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    • pp.85-92
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    • 2010
  • 최근 국내에서도 지진의 발생 가능성이 증가하는 추세이며 교량 및 터널 등의 시설물에 대한 지진과 같은 예상하지 못한 작용하중에 대한 안전성을 강화하고 있다. 특히, 1988년 이전 건설된 도시철도 시설물의 대부분은 내진설계가 반영되지 않아 지진하중에 대해 취약할 수 있으므로, 내진안전성에 대한 검토와 보강이 요구되고 있다. 이 연구에서는 도시철도 개착식 터널의 내진성능 향상을 도모하고자, 구조적 취약부분인 내측 기둥에 내진보강을 위한 새로운 FRP-연성재 적층복합체를 제안하였다. 적층조건에 따른 FRP-연성재 적층복합체에 대한 실험을 통해 재료물성치를 산출하여, 이를 근간으로 수치모델을 작성하였다. 수치해석을 통해 제안된 보강재로 보강된 RC기둥의 내진성능이 증대됨을 알 수 있었다. 또한 섬유보강재의 적층조건 (연성재의 종류, FRP 적층수, 섬유배향각)에 따라 성능 향상의 차이가 있는 것을 확인할 수 있었다.

소형항공기용(반디호) 몰드 제작 기술개발 (Development of Mold Manufacturing Technology for Small)

  • 정도희;신성관;성기정;송병흠
    • 한국항공운항학회지
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    • 제13권1호
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    • pp.43-49
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    • 2005
  • There are several ways to mold the complex material, and it is divided to vacuum pack mold, compression mold, and hand lay up for a high molecular substance as a basic material. Moreover, it can be divided to general manufacturing (Single form) and mold manufacturing(Mold form) under normal temperature for Firefly. Firefly was manufactured with hand lay up and general manufacturing that using the foam core, glass fabric, and template without mold. However, mold manufacturing that is producing the surface by semi-sandwich using thin foam core and glass fabric then reinforce the inside with spar and rib is on developing. Mold manufacturing can make easy to production, standardize the quality, and possible to mass producing. In this paper, we present the mold producing process for canard aircraft "Firefly", and the problems and solutions during producing Firefly. Moreover, it complements the defect that the problems caused by master manufacturing error when produce several masters of a large part, and make the manufacturing process to be shortened by the replacement from the supplementary plate to the foam that is installed when producing lay up mold.

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표층처리공법으로 개량된 초연약지반의 지지력산정방법에 관한 연구 (A Study for Bearing Capacity Calculation Method of Very Soft Ground with Reinforced Surface)

  • 함태규;조삼덕;양기석;유승경
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2010년도 추계 학술발표회
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    • pp.303-314
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    • 2010
  • This study, as basic research which was intended to develope the surface reinforcement method using reinforcement material which is applicable to very soft ground in Korea, was aimed at proposing the design parameter for the surface ground improvement method. To that end, a wide width tensile test using geotextile, geogrid and steel bar (substitute for bamboo) and 49 kinds of the laboratory model tests were conducted. And the result the study suggested $\beta_s$, the stiffness coefficient to evaluate the stiffness effect of reinforcement materials. Then, it was also found that the stiffness coefficient, $\beta_s$ as the testing constant would be appropriate as high as 1.0, 1.1 and 1.5 for geotextile, geogrid and steel bar, respectively. And It was evaluated that the stiffness effect affecting reinforcement improvement effect would be reduced as the thickness of embeded depth increases and that RFe, the stiffness effect reduction coefficient would have positive correlation with H/B. Finally, it was confirmed that the bearing capacity gained from the method to calculate bearing capacity, which was suggested in the study, would almost correctly estimate the capacity, demonstrating the appropriateness of the proposed bearing capacity calculation method.

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국부열손상을 받은 복합재료의 강도특성 및 비파괴평가 (Strength Characteristics and Non-Destructive Evaluation of Composites with Heat Damage)

  • 남기우;김영운
    • 한국해양공학회:학술대회논문집
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    • 한국해양공학회 2002년도 춘계학술대회 논문집
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    • pp.173-178
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    • 2002
  • Fourier transform has been one of the most common tools to study the frequency characteristics of signals. With the Fourier transform alone, it is difficult to tell whether signal's frequency contents evolve in time or not. Except for a few special cases, the frequency contents of most signals encountered in the real world change with time. Time-frequency methods are developed recently to overcome the drawbacks of Fourier transform, which can represent the information of signals in time and frequency at the same time. In this study, heat damage process of a carbon fiber reinforced plastic(CFRP) and glass fiber reinforced plastic(GFRP) under monotonic tensile loading was characterized by acoustic emission. Different kinds of specimens were used to determine the characteristics of Strength and AE signals. Time-frequency analysis methods were employed for the analysis of fracture mechanism in CFRP such as matrix cracking, debonding and fiber fracture.

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모세 사프디의 미술관 작품에 나타나는 건축 특성에 관한 연구 (A Study on the Architectural Characteristics of Museum design Works of Moshe Safdie)

  • 안치원;김진호
    • 한국실내디자인학회논문집
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    • 제26권5호
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    • pp.16-24
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    • 2017
  • This study examines Safdie's design philosophy: place, purpose, and process and design strategies found in museum buildings. Safdie, influenced by personal background as immigrant, education of McGil University in Canada, apprenticeship from Louis Kahn, is one of the most recognized architects who designed renowned public and cultural buildings after Habitat 67 in Montreal, Canada. In order to reveal design strategies his eight museum buildings has been selected and analyzed in terms of interpretation of context, program presented in floor plan and section design, and the process of integrity found in structure and material. The results of this paper can be summarized as follows: 1) Reflection of existing context and regeneration of the locality has been in a creative way to reinforce the sense of place. 2) The layout of major and gallery space is determined according to the Safdie's interpretation of the site context and this can be categorized into three types. 3) Integration of the innovative structural frame and material has been experimented by using tartan grid and toroid form in the major and gallery spaces. This study is intended to reevaluate the significance of Safdie's design approach to building uniqueness of the site, program and tectonic.