• 제목/요약/키워드: bar structure

검색결과 779건 처리시간 0.024초

복합열화 환경하에서 표면피복종류 및 피복두께에 따른 철근콘크리트의 부식특성 (Corrosion Properties of Reinforced Concrete with Types of Surface Cover and Covering Depth under the Combined Deterioration Environments)

  • 김무한;권영진;김용로;김재환;장종호;조봉석
    • 한국건축시공학회지
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    • 제4권1호
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    • pp.119-126
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    • 2004
  • Generally, reinforced concrete is one of the most commonly used structural materials and it prevents corrosion of steel bar by high pH of interior, But, as time elapsed, reinforced concrete structure become deteriorated by many of combined deterioration factors and environmental conditions. And, there are large number of deteriorate mechanism of the reinforced concrete structure and it acts complexly. It is recognized that steel bar corrosion is the main distress behind the present concern regarding concrete durability. In this study, to institute combined deterioration environments, established acceleration condition and cycle for combined deterioration environments has a resemblance to environments which are real structures placed. After that to confirm corrosion properties of reinforced concrete due to permeability with covering depth and types of surface cover under combined deterioration environments, measured carbonation velocity coefficients, chloride ion diffusion coefficients, water absorption coefficients, air permeability coefficients and electric potential, corrosion area ratio, weight reduction, corrosion velocity of steel bar. The results showed that an increase in age also decrease carbonation velocity coefficients, increase Chloride ion diffusion coefficients and increases water absorption coefficients. As well, an increase in age also increases corrosion of steel bar. Data on the development of corrosion velocity of steel bar with types of surface cover made with none, organic B, organic A, inorganic B, and inorganic A is shown. As well, permeability and corrosion velocity of steel bar with covering depth is superior to 10mm than 20mm. And it is confirmed permeability and corrosion properties of steel bar are closely related.

수치모델을 이용한 인공 연안 사주가 있는 해빈 단면 변화 연구 (Study of Beach Profile Change with a Fixed Artificial Bar Using a Numerical Model)

  • 김태림
    • 한국해안해양공학회지
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    • 제15권1호
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    • pp.59-65
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    • 2003
  • 자연 연안 사주와 고정된 인공 연안 사주가 있는 해안에서의 해양 물리 환경 변화에 따른 해빈 단면변화를 수치모델을 통하여 연구하였다. 수치 모델은 준3차원 파랑-흐름-퇴적물 이동모델에 인공 구조물 위에서의 퇴적물 이동에 대한 경계조건을 제안하여 적용하였다. 수치실험 결과 자연 사주의 경우 해수면이나 파고의 변화에 따라 위치를 이동하며 적을 하였으나 고정된 인공 사주의 경우 사주 후면에 새로운 자연 사주를 형성시키거나 혹은 사주 후면에서 세굴 현상이 발생하기도 하였다. 본 연구는 잠제 설치에 따른 해안 지형 변화를 연구하는데 응용될 수 있다.

In-plane seismic performance of masonry wall retrofitted with prestressed steel-bar truss

  • Hwang, Seung-Hyeon;Kim, Sanghee;Yang, Keun-Hyeok
    • Earthquakes and Structures
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    • 제19권6호
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    • pp.459-469
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    • 2020
  • An external prestressed steel-bar truss unit was developed as a new strengthening technology to enhance the seismic performance of an in-plane masonry wall structure while taking advantage of the benefits of a prestressed system. The presented method consists of six steel bars: two prestressed vertical bars to introduce a prestressing force on the masonry wall, two diagonal bars to resist shear deformation, and two horizontal bars to maintain the configuration. To evaluate the effects of this new technique, four full-scale specimens, including a control specimen, were tested under combined loadings that included constant-gravity axial loads and cyclic lateral loads. The experimental results were analyzed in terms of the shear strength, initial stiffness, dissipated energy, and strain history. The efficiency of the external prestressed steel-bar truss unit was validated. In particular, a retrofitted specimen with an axial load level of 0.024 exhibited a more stable post behavior and higher energy dissipation than a control specimen with an observed complete sliding failure. The four vertical bars of the adjacent retrofitting units created a virtual column, and their strain values did not change until they reached the peak shear strength. The shear capacity of the masonry wall structure with external prestressed steel-bar truss units could be predicted using the model suggested by Yang et al.

광역급행철도 터널에 고속 R-bar 적용에 관한 연구 (Study for Application of High Speed R-bar System in Metro Express Railway Tunnel)

  • 안영훈;송진호;김시구
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2011년도 춘계학술대회 논문집
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    • pp.409-412
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    • 2011
  • Maximum speed of the train could not exceed over 160km/h with R-bar system in the underground type tunnel structure. By the research to overcome this speed limit, maximum speed has reached up to 200~250km/h recently by new R-bar system. It is under discussion to construct Metro Express Line between Gyonggido and Seoul which requires maximum speed 180km/h~230km/h. New R-bar is an optimal system to achieve the speed improvement in this line. This study shows application of the high speed R-bar system in the underground tunnel section.

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STRUCTURE JACOBI OPERATORS OF SEMI-INVARINAT SUBMANIFOLDS IN A COMPLEX SPACE FORM II

  • Ki, U-Hang;Kim, Soo Jin
    • East Asian mathematical journal
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    • 제38권1호
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    • pp.43-63
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    • 2022
  • Let M be a semi-invariant submanifold of codimension 3 with almost contact metric structure (φ, ξ, η, g) in a complex space form Mn+1(c). We denote by Rξ the structure Jacobi operator with respect to the structure vector field ξ and by ${\bar{r}}$ the scalar curvature of M. Suppose that Rξ is φ∇ξξ-parallel and at the same time the third fundamental form t satisfies dt(X, Y) = 2θg(φX, Y) for a scalar θ(≠ 2c) and any vector fields X and Y on M. In this paper, we prove that if it satisfies Rξφ = φRξ, then M is a Hopf hypersurface of type (A) in Mn+1(c) provided that ${\bar{r}-2(n-1)c}$ ≤ 0.

4절기구를 가진 유연한 조작기의 기호적 모델링 (Symbolic modeling of a 4-bar link flexible manipulator)

  • 이재원;주해호
    • 제어로봇시스템학회:학술대회논문집
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    • 제어로봇시스템학회 1993년도 한국자동제어학술회의논문집(국내학술편); Seoul National University, Seoul; 20-22 Oct. 1993
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    • pp.559-564
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    • 1993
  • Nonlinear equation of motion of the flexible manipulator are derived by the Lagrangian method in symbolic form to better understand the structure of the dynamic model. The resulting equations of motion have a structure which is useful to reduce the number of terms calculated, to check correctness, or to extend the model to high order. A manipulator with a flexible 4 bar link mechanism is a constrained system whose equations are sensitive to numerical integration error. This constrained system is solved using the null space matrix of the constraint Jacobian matrix. Singular value decomposition is a stable algorithm to find the null space matrix.

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철근콘크리트 구조물의 철근부식에 관한 실험 연구 (An Experimental Study on Steel Bar Corrosion of Reinforced Concrete Structure)

  • 채영석;최일윤;민인기
    • 한국안전학회지
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    • 제28권6호
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    • pp.29-35
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    • 2013
  • The purpose of this study is to investigate the steel bar corrosion and degree of reinforced concrete bridge, and analyze the cause of corrosion occurrence. Therefore they could ensure the durability and stability as to suggest the corrosion prevention of reinforced concrete structure. To study the corrosion state reinforced concrete structure, We investigate the cover of concrete, the compressive strength by schmidt hammer, the neutralization test of site, the compressive strength of core and the measurement of neutralized depth. As the results of test, the corrosion-grade of reinforced concrete structure which the degree of corrosion is 3, 4 degree get to 18% in the used time of 40 years and the time elapsed of 25 years. Therefore the corrosion of steel bar give rise to public discussion. The degree of corrosion is serious, and the neutralization come to the cover of concrete.

ATB 소프트웨어를 이용한 측면충돌시 승랙거동해석 모델링의 확립 및 분석 (Establishment of an Occupant Analysis modeling for Automobile Side Impact Using ATB Software)

  • 임재문;최중원;박경진
    • 한국자동차공학회논문집
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    • 제4권6호
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    • pp.85-96
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    • 1996
  • Most protection systems such as seat belts and airbags are not effective means for side structure. There has been significant effort in the automobile industries in seeking other protective methods, such as stiffer structure and padding on the door inner panel. Therefore, a car-to-car side impact model has been developed using ATB occupant simulation program and validated for test data of the vehicle. Compared to the existing side impact models, the developed model has a more detailed vehicle side structure representation for the more realistic impact response of the door. This model include impact bar which effectively increases the side structure stiffness without reduction of space between the occupant and the door and padding for absorbing impact energy. The established model is applied to a 4-door vehicle. The parameter study indicated that a stiffer impact bar would reduce both the acceleration-based criteria, such as thoracic trauma index: TTI(d), and deformation-based criteria, such as viscous criterion(VC). Padding on the door inner panel would reduce TTI(d) while VC gives the opposite indication in a specified thickness range. For a 4-door vehicle, the stiffness enhancement of B-pillar is more beneficial than that of A-pillar for occupant injury severity indices.

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