• 제목/요약/키워드: strengthening repair

검색결과 154건 처리시간 0.026초

철근콘크리트용 FRP Box 휨 보강재의 형상 설계 및 거동 평가 (Shape Design and Performance Evaluation of FRP Box-type Stiffener For the Application of RC Structure)

  • 권민호;정우영
    • 복합신소재구조학회 논문집
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    • 제4권1호
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    • pp.40-46
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    • 2013
  • This paper presents the design, fabrication and performance of a reinforced concrete beam strengthened by GFRP box plate and its possibility for structural rehabilitations. The load capacity, ductility and failure mode of reinforced concrete structures strengthened by FRP box plate were investigated and compared with traditional FRP plate strengthening method. This is intended to assess the feasibility of using FRP box plate for repair and strengthening of damaged RC beams. A series of four-point bending tests were conducted on RC beams with or without strengthening FRP systems the influence of concrete cover thickness on the performance of overall stiffness of the structure. The parameters obtained by the experimental studies were the stiffness, strength, crack width and pattern, failure mode, respectively. The test yielded complete load-deflection curves from which the increase in load capacity and the failure mode was evaluated.

보강된 노후 구조물 파괴거동 예측을 위한 수치해석기법 개발 (Numerical Analysis of Fracture Behavior in Aged RC Structures)

  • 신승교;고태호;김문겸;임윤묵
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2000년도 가을 학술발표회 논문집(II)
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    • pp.1031-1036
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    • 2000
  • In this study, a numerical simulation that can effectively predict the strengthening effect of repaired aged RC structures is developed using the axial deformation link elements. In repaired structures, concrete and interface are modeled as quasi-brittle materials. An elastic-perfectly plastic constitutive relationship is introduced for reinforcing bars. Also, a linear-elastic relationship for repair materials such as FRP or CFS. Structural deterioration in terms of corrosion of steel rebar is considered. The interfacial property between steel and concrete which is reduced by corrosion of steel rebar is obtained by comparing numerical results with experimental results of pull out tests. Obtained values are used in repaired reinforced concrete structures under flexural loading conditions. To investigate strengthening effect of the structures repaired with carbon fiber sheet(CFS), repaired and unrepaired RC structures are analyzed numerically. From analysis, rip-off, debonding and rupture failure mechanisms of interface between substrate and CFS can be determined. Finally, strengthening effect according to the variation of interfacial material properties is investigated, and it is shown that interfacial material properties have influence on the mechanical behavior of repaired structure systems Therefore, the developed numerical method using axial deformation link elements can use for determining the strengthening effects and failure mechanism of repaired aged RC structure.

Strengthening of concrete damaged by mechanical loading and elevated temperature

  • Ahmad, Hammad;Hameed, Rashid;Riaz, Muhammad Rizwan;Gillani, Asad Ali
    • Advances in concrete construction
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    • 제6권6호
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    • pp.645-658
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    • 2018
  • Despite being one of the most abundantly used construction materials because of its exceptional properties, concrete is susceptible to deterioration and damage due to various factors particularly corrosion, improper loading, poor workmanship and design discrepancies, and as a result concrete structures require retrofitting and strengthening. In recent times, Fiber Reinforced Polymer (FRP) composites have substituted the conventional techniques of retrofitting and strengthening of damaged concrete. Most of the research studies related to concrete strengthening using FRP have been performed on undamaged test specimens. This contribution presents the results of an experimental study in which concrete specimens were damaged by mechanical loading and elevated temperature in laboratory prior to application of Carbon Fiber Reinforced Polymer (CFRP) sheets for strengthening. The test specimens prepared using concrete of target compressive strength of 28 MPa at 28 days were subjected to compressive and splitting tensile testing up to failure and the intact pieces of the failed specimens were collected for the purpose of repair. In order to induce damage as a result of elevated temperature, the concrete cylinders were subjected to $400^{\circ}C$ and $800^{\circ}C$ temperature for two hours duration. Concrete cylinders damaged under compressive and split tensile loads were re-cast using concrete and rich cement-sand mortar, respectively and then strengthened using CFRP wrap. Concrete cylinders damaged due to elevated temperature were also strengthened using CFRP wrap. Re-cast and strengthened concrete cylinders were tested in compression and splitting tension. The obtained results revealed that re-casting of specimens damaged by mechanical loadings using concrete & mortar, and then strengthened by single layer CFRP wrap exhibited strength even higher than their original values. In case of specimens damaged by elevated temperature, the results indicated that concrete strength is significantly dropped and strengthening using CFRP wrap made it possible to not only recover the lost strength but also resulted in concrete strength greater than the original value.

수율향상을 위한 반도체 공정에서의 RRAM (Redundant Random Access Memory) Spare Allocation (RRAM (Redundant Random Access Memory) Spare Allocation in Semiconductor Manufacturing for Yield Improvement)

  • 한영신
    • 한국시뮬레이션학회논문지
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    • 제18권4호
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    • pp.59-66
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    • 2009
  • VLSI(Very Large Scale Integration)와 WSI(Wafer Scale Integration)와 같은 통합기술로 인해 큰 용량의 메모리 대량생산이 가능 하게 된 지금 Redundancy는 메모리 칩의 제조와 결함이 있는 셀을 지닌 디바이스를 치료하는데 광범위하게 사용되어져왔다. 메모리칩의 밀도가 증가함에 따라 결함의 빈도 또한 증가한다. 많은 결함이 있다면 어쩔 수 없겠지만 적은 결함이 발생한 경우에는 해당 다이를 reject 시키는 것 보다는 수선해서 사용하는 것이 메모리생산 업체 입장에서는 보다 효율적이고 원가 절감 차원에서 필수적이다. 이와 같은 이유로 laser repair라는 공정이 필요하고 laser repair공정의 정확한 타깃을 설정하기 위해 redundancy analysis가 필요하게 되었다. CRA시뮬레이션은 기존의 redundancy analysis 알고리즘의 개념에서 벗어나 결함 유형별로 시뮬레이션한 후 RA를 진행함으로써 RA에 소요되는 시간을 절약함으로써 원가 경쟁력 강화를 할 수 있다.

도시철도 내진성능 보강시스템의 현장부설 적용성 연구 (A Study for the Application Technique of Recently Developed Performance-strengthening Systems in Urban Railway)

  • 김기홍;한영성;한동은;허진호
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2011년도 정기총회 및 추계학술대회 논문집
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    • pp.843-848
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    • 2011
  • Constructed structures, before the seismic design codes are established was not designed an earthquake resist. So, evaluate seismic performance of structures and appropriate strengthening are required. To seismic reinforcement of railway structures, literature investigation was conducted about a variety of domestic and international processing enhance and repair the existing maintenance. Also, facilities standardization group, in research group of railway standards, when applied the developed seismic reinforcement system to the railway, conducted the survey that can occur the uniqueness for construction. These specific changes that reflect the seismic reinforcement of the system was required to establish application requirements.

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탄소섬유 보강부재의 단부탈락 방지 방안에 관한 실험적 연구 (An Experimental Study to Prevent the Delamination of the CFS with End-Anchorages)

  • 김두벽;이우철;정진환
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2001년도 가을 학술발표회 논문집
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    • pp.991-996
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    • 2001
  • The strengthening of concrete structures in situ with externally bonded fiber sheets is increasingly being used for repair and rehabilitation of existing structures. Because fiber sheets is attractive for this application due to its good tensile strength, resistance to corrosion, and low weight. But, debonding failure may occur at the beam ends that fiber sheet bonded to the soffit of a beam. The method which can prevent debonding failure is suggested and proved its efficiency by using CPS experimental test. And this paper summarized the results of experimental studies concerning the end-anchorage system. Results show that the suggested method is faithful in strengthening with CFS.

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Aramid섬유시트를 사용한 철근콘크리트보의 보수.보강 (Flexural Behavior of Reinforced Concrete Beams Strengthened with Aramid Fiber-Reinforced Sheet)

  • 김진수;박재만
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 1999년도 봄 학술발표회 논문집(I)
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    • pp.840-845
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    • 1999
  • In this study, it was experimentally investigated the effectiveness of repair and strengthening methods for RC beams deteriorated under severs enviromental conditions. Polymer cement were employed to restore the sectional loss and aramid fiber-reinforced sheet was used to reinforce the surface subject to tension. Repaired and strengthened reinforced-concrete samples were subjected to loading tests. The tests revealed that the sectional restoration enhanced the loading capability of the sample structures. Additional strengthening with one aramid fiber-reinforced sheet improved 18% of yielding load and 30% of ultimate load of the structure. Reinforcing with two aramid fiber-reinforced sheets brought about an enhancement of 22% of yielding loading and 49% of ultimate load.

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균열제어 기능성 복합재료를 이용한 RC 휨 부재 보강수치해석 (Numerical Simulation of Rehabilitated Flexural RC Member using High Performance Composite)

  • 신승교;김태균;임윤묵
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2003년도 봄 학술발표회 논문집
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    • pp.543-548
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    • 2003
  • In this study, a numerical model is developed using axial deformation link elements that can effectively predict the failure behavior of RC type structures. Using this mod 1, numerical analysis was performed to investigate the strengthening effect and failure behavior of structures repaired with a new material. High-Performance Cementitious Composites, which is characterized by its ductility with 5% strain-capacity is used as a repair material. To investigate the validity of developed numerical model, simulations of direct tension specimen and flexural specimen are performed and the results are compared with published ones. The similar analysis is performed for RC beam. Through this study, it is seen that predicted response has a good agreement with the experimental results. Using this verified numerical model, the strengthening effect of repaired with HPCC structure is analyzed through load-displacement curve and failure modes. Also, the same numerical analysis is performed in RC beam repaired with HPCC. The effect of HPCC ductility is estimated for the overall behavior of structures. Based on the results, the fundamental data are suggested for repaired structures with HPCC.

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탄소섬유시트로 보강된 R/C 보의 최대내력에 관한 연구 (A Study on the Maximum Load of R/C Beams Strengthened by Carbon Fiber Sheets)

  • 최창식;김용채
    • 한국구조물진단유지관리공학회 논문집
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    • 제5권2호
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    • pp.199-204
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    • 2001
  • Recently, strengthening of structural members by adhesion of steel plate or fiber sheets is generally used. Particularly, the Carbon Fiber Sheets (CFS) is widely used. Rut, the strengthening effect of the CFS is not clearly define yet. Therefore, this paper is designed to evaluate the effectiveness of CFS methods by analyzing previous studies in statistics. According to the results, the maximum load carrying capacity is increased up to 0.16 times when the reinforced concrete beams were strengthened by CFS which is standard specimens. The number of sheets made some effect on the strength while, the other parameters influenced the ductile capacity.

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강판 보강된 철근 콘크리트 기둥의 거동에 대한 실험적 연구 (An Experimental Study on Strengthened Behavior of Reinforced Concrete Columns with Steel Plate)

  • 박주현;홍기섭;홍영균;신영수;최완철
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 1997년도 봄 학술발표회 논문집
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    • pp.557-564
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    • 1997
  • This research is aimed to evaluate the effects of repair conditions, axial load intensities and the enlargement of cross sections after strengthening with steel plate and on the structural behavior of the reinforced concrete columns subjected to axial and lateral loadings. 6 columns were tested under uniform axial compression and concentrated load at the midspan until failiure occurs. As test results, It has been found that the amount of grout bar and the condition of strengthening significantly affect the behavior or reinforced concrete column with steel plate and grout 4 bar (C-G4S2 serise) and enlarged reinforced concrete column with steel plate and grout 8 bar (C-G8S2 serise) are increased to 1000% and 1200% in comparison of those of unstrengthened reinforced concrete columns, respectively

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