• Title/Summary/Keyword: Re-bar

검색결과 173건 처리시간 0.022초

철근 콘크리트 유공보의 거동에 관한 실험적 연구 (An Experimental Study on the Behaviours of Reinforced Concrete Beam with Openning)

  • 김철환;정환목;이창대
    • 한국공간구조학회논문집
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    • 제4권3호
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    • pp.57-63
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    • 2004
  • 철근 콘크리트보에 개구부를 설치하여 실내공간을 효율적으로 사용하기 위해 시공되는 유공보는 웨브부분의 단면결손으로 인해 전단력이 지배적으로 작용하는 보를 대상으로 많은 연구가 이루어져 왔으며, 연구내용 또한 보의 전단내력 및 거동에 대한 것이었다. 본 연구에 있어서는 철근콘크리트 유공보 중 휨모멘트가 지배적으로 작용하는 보를 대상으로 내력 및 거동을 규명하는 것을 목적으로 하고 있다. 이를 위하여 7개의 실험체를 제작하였으며, 실험의 변수는 유공의 크기 및 보강유무이다.

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Nonlinear Dynamic Analysis of Cantilever Tube Conveying Fluid with System Identification

  • Lim, Jae-Hoon;Jung, Goo-Choong;Park, Yeon-Sun
    • Journal of Mechanical Science and Technology
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    • 제17권12호
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    • pp.1994-2003
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    • 2003
  • The vibration of a flexible cantilever tube with nonlinear constraints when it is subjected to flow internally with fluids is examined by experimental and theoretical analysis. These kinds of studies have been performed to find the existence of chaotic motion. In this paper, the important parameters of the system leading to such a chaotic motion such as Young's modulus and the coefficient of viscoelastic damping are discussed. The parameters are investigated by means of system identification so that comparisons are made between numerical analysis using the design parameters and the experimental results. The chaotic region led by several period-doubling bifurcations beyond the Hopf bifurcation is also re-established with phase portraits, bifurcation diagram and Lyapunov exponent so that one can define optimal parameters for system design.

전위차 부식촉진법을 이용한 철근 콘크리트의 내부식성 예측을 위한 실험 연구 (An Experimental Study on the Prediction of Corrosion Resistance of Reinforced Concrete Using Accelerated Potentiometric Corrosion Test)

  • 오병환;조윤구;차수원;정원기
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 1996년도 봄 학술발표회 논문집
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    • pp.71-76
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    • 1996
  • Recently, large scale concrete structures exposed to severe environment are increasingly built in various locations. The corrosion may affect severely the durability and service life of such a concrete structure. It is, therefore, necessary to develop durable concrete to enhance the corrosion resistance. The corrosion resistance of concrete can be identified through accelerated corrosion test. The purpose of the present paper is, therefore, to devise a reasonable and accurate method to predict the amount of corrosion of reinforcing steels. The proposed method which is basically based on the concept of Faraday's Law, determines the corroded amount of a re-bar according to accelerated corrosion time. The corrosion is accelerated by employing the potentiometric corrosion test arrangement. The effects of admixtures in concrete including fly ash and silica fume have been also studied to explore the relative corrosion resistance of concrete.

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PC 다층 연성 골조시스템의 현장적용 사례 연구 (Application of PC Beam-Column Interior Joint with Splice Type Re-bar)

  • 김준호;전병갑;박순규;김광희
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2006년도 춘계학술논문 발표대회 제6권1호
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    • pp.9-13
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    • 2006
  • The purpose of this study was to introduce the applied care of PC beam-column interior joint with splice type rebar. In this case, although the erection time of the introduced case was a little bit higher than that of general precast concrete method, this method was more effective than general precast concrete method in aspect of direct cost and the number of column joint. Therefore, this method could be adopted in the construction of the commercial and residential building in the future.

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시스템 규명을 통한 외팔 송수관의 비선형 동적 거동 해석 (Nonlinear Dynamic Analysis of a Cantilever Tube Conveying Fluid with System Identification)

  • 임재훈;정구충;최연선
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2003년도 춘계학술대회논문집
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    • pp.495-500
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    • 2003
  • The vibration of a flexible cantilever tube with nonlinear constraints when it is subjected to flow internally with fluids is examined by experiment and theoretical analysis. These kind of studies have often been performed that finds the existence of chaotic motion. In this paper, the important parameters of the system leading to such a chaotic motion such as Young's modulus and coefficient of viscoelasticity in tube material are discussed. The parameters are investigated by means of a system identification so that comparisons are made between numerical analysis using the parameters of a handbook and the experimental results. The chaotic region led by several period-doubling bifurcations beyond the Hopf bifurcation is also re-established with phase portraits and bifurcation diagram so that one can define optimal parameters for system design.

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콘크리트의 균열발생 거동에 관한 실험적 연구 (An Experimental Study on the Crack Pattern of Concrete by Corrosion of Steel Reinforcing)

  • 백민수;김연경;이영도;임남기;최응규;김영희;정란;정상진
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 1997년도 봄 학술발표회 논문집
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    • pp.235-240
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    • 1997
  • The purpose of this experiment is to verify processing crack direction and state by the corrosion of electrifying re-bar in the salt water. The result of this experiment is the fact that the first crack appear on the surface of water-because of supplying of oxygen and water. The crack processing is on a surface to be contacted by air and to bottom as mainly the vertical direction from a surface of water. The crack by corrosion of steel reinforcing is emerged by the inside of concrete rather than surface concrete.

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슬래브-기둥 접합부의 뚫림 전단강도에 대한 래티스 보강상세의 영향 (Effects of details of lattice reinforcement for punching shear strength of slab-column connections)

  • 김유니;박홍근
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2006년도 추계 학술발표회 논문집
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    • pp.17-20
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    • 2006
  • A flat plate-column connection is susceptible to brittle punching shear failure, which may result in the necessity of shear reinforcement. In previous, experimental tests were performed to study the capacity of slab-column connections strengthened with various shear reinforcement, and the capacity of the specimens with lattice reinforcement are superior to the others. In present study, to study for effects of details of lattice reinforcement, experimental studies was performed. Main parameters are the amount of lattice shear reinforcement, arrangement of lattice and the effect of flexural re-bar. And capacity of the specimen with small amount of lattice reinforcement was higher than the capacity of other shear reinforcement.

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Hydrogen Permeation of ZnO-SiC Membranes Encapsulated with SiO2

  • Choi, Hyunji;Hwang, Hyeyoun;Jung, Miewon
    • 한국세라믹학회지
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    • 제51권6호
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    • pp.566-569
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    • 2014
  • ZnO and SiC powders were fabricated to make crack-free composite membranes. Parts of some membranes were re-treated with an encapsulation process. These membranes were characterized by XRD, BET, and FE-SEM analyzes. The hydrogen permeation fluxes of the encapsulated and heat-treated membranes after encapsulation were observed using Sievert's type equipment. Values were measured at 1 bar with increasing temperatures. The obtained values of encapsulated and further heat-treated membrane at 298 K were $4.20{\times}10^{-6}$ and $8.64{\times}10^{-5}mol/m^2sPa$, respectively.

단부횡보강된 구조벽의 변형능력 및 보강방법 (Deformability and Confinement of Structural Wall with Boundary Element)

  • 강수민;박홍근
    • 한국지진공학회:학술대회논문집
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    • 한국지진공학회 2003년도 춘계 학술발표회논문집
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    • pp.349-361
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    • 2003
  • For performance-base design using nonlinear static analysis, it is required to predict the inelastic behavior of structural members accurately. In the present study, nonlinear numerical analysis was performed to develop the method describing the moment-curvature relationship of structural wall with boundary confinement. Through the numerical analysis, variations of behavioral characteristics and failure mechanism with the arrangement of vertical reiforcement and the length of boundary confinement were studied. Based on the findings, moment-curvature curves and curvature capacity for walls with a variety of re-bar arrangement was developed. By equalizing curvature capacity to demand, a design method which can determine the length of boundary confinement, was developed and for the effectiveness of boundary confinement and constructability, boundary confinement detail was proposed.

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질소량, 온도, 수분포텐셜 조절에 따른 보리유묘의 질소흡수 및 체내동화 (N Uptake and Assimilation of Barley Seedlings as Affected by N Availability, Temperature and Water Potential)

  • 김석동;권용웅;소창호
    • 한국작물학회지
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    • 제38권5호
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    • pp.458-465
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    • 1993
  • 양액재배를 통하여 질소가급도와온도 및 수분부족 조건에 따른 유모기 보리의 질소 흡수 및 동화와 생장의 변화를 조사하였던 바, 그 결과를 요약하면 다음과 같다. 1. 보리의 질소 흡수량은 양액의 질소가급도가 160ppm까지 높아질수록 증가하였으나 흡수된 질소의 동화는 80ppm에서 최고에 달하였고, 이보다 높아졌을 때는 체내에 무기능질소로 축적되었다. 2. 유묘기(3~4엽기)보리의 질소동화 및 건물생산은 엽중 질소농도가 약 3.4%일 때 최고에 달아혔다. 3. 유묘기 보리의 질소 흡수는 -2bar 이하의 수분 포텐셜 조건 또는 5$^{\circ}C$이하의 온도조건에서 현저히 감소하였다.

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