• 제목/요약/키워드: Carbon fiber polymer plate

검색결과 48건 처리시간 0.022초

탄소판으로 외부 긴장된 철근콘크리트보의 휨거동에 관한 실험연구 (An Experimental Study on the Flexural Behavior of RC Beams Strengthened with Externally Prestressed CFRP Plate)

  • 박종섭;박영환;유영준;정우태
    • 한국콘크리트학회:학술대회논문집
    • /
    • 한국콘크리트학회 2004년도 춘계 학술발표회 제16권1호
    • /
    • pp.72-75
    • /
    • 2004
  • Carbon Fiber Reinforced Polymer(CFRP) composites are widely applied to strengthen deteriorated concrete structures. This paper presents the experimental results of the performance of reinforced concrete(RC) beams strengthened with externally prestressed CFRP plates. Simple beams with 3 m span length were tested to investigate the effect of prestressing force of CFRP plates on the flexural behavior of externally strengthened RC beams.

  • PDF

온도상승에 따른 탄소섬유시트 보강 콘크리트보의 계면응력 (The Interfacial Stresses in Concrete Beam Strengthened with Carbon Fiber Sheets due to Temperature Rising)

  • 최형석;김성도;정진환
    • 한국구조물진단유지관리공학회 논문집
    • /
    • 제12권6호
    • /
    • pp.109-118
    • /
    • 2008
  • 본 논문은 탄소섬유시트로 하면을 보강한 콘크리트 보에서 온도가 상승함에 따라 서로 다른 선팽창계수를 가지는 콘크리트와 탄소섬유시트 사이에 계면전단응력이 발생함으로 부착강도 평가 시 이를 고려하여야 함을 기술하고 있다. 선형탄성거동을 가정한 계면전단응력의 이론식과 모형 보의 온도변화실험을 통하여 변형률을 측정한 결과를 비교함으로써 이론해의 적용성을 확인하였으며, 이론식으로부터 $30^{\circ}C$의 온도변화가 발생하는 경우 탄소섬유시트 부착계면에서 최대 0.91MPa의 전단응력이 발생되는 것으로 조사되었고 변화량이 $10^{\circ}C$인 경우에서도 에폭시에 의한 부착강도의 10~15%의 응력이 추가적으로 발생하는 것으로 나타났다. 그러므로 탄소섬유시트로 콘크리트 구조물을 보수, 보강하는 경우 부착강도 평가 시 온도의 영향이 고려되어야 하며, 온도변화에 따른 장기간의 거동을 평가하는 노력이 필요한 것으로 판단된다.

Analyze of the interfacial stress in reinforced concrete beams strengthened with externally bonded CFRP plate

  • Hadji, Lazreg;Daouadji, T. Hassaine;Meziane, M. Ait Amar;Bedia, E.A. Adda
    • Steel and Composite Structures
    • /
    • 제20권2호
    • /
    • pp.413-429
    • /
    • 2016
  • A theoretical method to predict the interfacial stresses in the adhesive layer of reinforced concrete beams strengthened with externally bonded carbon fiber-reinforced polymer (CFRP) plate is presented. The analysis provides efficient calculations for both shear and normal interfacial stresses in reinforced concrete beams strengthened with composite plates, and accounts for various effects of Poisson's ratio and Young's modulus of adhesive. Such interfacial stresses play a fundamental role in the mechanics of plated beams, because they can produce a sudden and premature failure. The analysis is based on equilibrium and deformations compatibility approach developed by Tounsi. In the present theoretical analysis, the adherend shear deformations are taken into account by assuming a parabolic shear stress through the thickness of both the reinforced concrete beam and bonded plate. The paper is concluded with a summary and recommendations for the design of the strengthened beam.

Tan-Cheng 파손기준을 이용한 직물 CFRP 적층판의 원거리 하중에 대한 파괴강도 평가 (Evaluation of Failure Strength of Woven CFRP Composite Plate Subject to Axial Load by Tan-Cheng Failure Criterion)

  • 김상영;박홍선;강민성;;최정훈;구재민;석창성
    • 대한기계학회논문집A
    • /
    • 제33권4호
    • /
    • pp.360-365
    • /
    • 2009
  • In the manufacture of CFRP(Carbon Fiber Reinforced Polymer Composite) composite structures, various independent components join by bolts and pins. Holes for bolts and pins have an effect on the failure strength of such structures, because those act as notches in structures. The failure characteristic of such structures are different from those of plain plate subject to remote load. In this paper, tensile properties of woven CFRP composite plates with laminates of $0^{\circ}$, $30^{\circ}$ and $45^{\circ}$ were obtained according to ASTM D 3039. By using obtained tensile failure strength and Tan-Cheng failure criterion, tensile failure strength of CFRP laminate with arbitrary fiber angle were evaluated. Also, the degradation of tensile properties by center hole(${\phi}10mm$) with a remote load was evaluated and the failure strengths were applied to Tan's failure criterion, similarly.

RC구조물 접착 보수·보강 공법의 박리와 연관한 재료의 변형 거동 분석 (Deformation Behavior Investigation of Materials by Debonding Failure in Adhesion and Repairing-strengthening Methods of RC Construction)

  • 한천구;변항용;박용규
    • 한국구조물진단유지관리공학회 논문집
    • /
    • 제11권5호
    • /
    • pp.89-98
    • /
    • 2007
  • 본 연구에서는 RC구조물의 접착 보수 보강 재료의 박리와 연관한 변형 거동에 대하여 검토하였다. 응력-변형곡선에서 최대응력 이후 항복을 일으킬 수 있는 변형량은 바탕재인 시멘트 모르터의 경우 $2.0{\times}10^{-3}$, 콘크리트는 $1.3{\times}10^{-3}$ 전후이고, 접착제인 에폭시수지 $0.8{\times}10^{-3}$, 폴리머 시멘트 모르터 $2.5{\times}10^{-3}$이며, 보강재인 강판과 탄소봉은 2.5와 $9.1{\times}10^{-3}$정도인 것으로 밝혀졌다. 온도변화에 따른 선팽창계수는 바탕재인 시멘트 모르터 및 콘크리트의 경우 $10{\mu}{\varepsilon}/{^{\circ}C}$전후인데 비하여, 접착제인 에폭시 수지는 $41{\sim}54{\mu}{\varepsilon}/{^{\circ}C}$, 폴리머 시멘트 모르터는 $-0.5{\sim}0.7{\mu}{\varepsilon}/{^{\circ}C}$, 보강재인 강판은 바탕재료와 비슷하지만, 탄소섬유는 $-1.7{\mu}{\varepsilon}/{^{\circ}C}$로 제일 작은 값이었다. 특히 바탕재료인 콘크리트와 에폭시수지 접착제간에는 온도변화에 따른 선팽창계수 차이가 크게 발생하였는데, 에폭시 수지 종류에 따라 약간의 차이는 있지만, $20{\sim}35{^{\circ}C}$이상의 온도차가 발생하는 조건이면 에폭시수지 접착제는 콘크리트 접착면에서 자연적으로 박리 할 수도 있는 것으로 밝혀졌다.

긴장된 CFRP판으로 보강된 대규모 RC 슬래브의 휨성능 평가 (Evaluation of Flexural Strength Capacity of Large Scale RC Slabs Strengthened with Prestressed CFRP Plate)

  • 홍기남;한상훈;이병노;권용길
    • 한국안전학회지
    • /
    • 제25권3호
    • /
    • pp.71-77
    • /
    • 2010
  • This paper presents the results of a study on flexural capacity of large size RC slabs strengthened with carbon fiber reinforced polymer(CFRP) plates. A total of 5 specimens of 6.0m length were tested in four point bending after strengthening them with externally bonded CFRP plates. The CFRP plates were bonded without prestress and with two prestress levels, 0.4% and 0.6% of CFRP plate strain. Test variables included the type of strengthening, prestressing level, and the effects according to each test variables are analysed. The experimental results show that proposed methods can increase significantly the flexural capacity such as strength, stiffness of the beam and the increase ranged between 36.2% and 63.2% of the load-carrying capacity of the control beams. The non-prestressed specimen failed by separation of the plate from the beam due to premature debonding while most of the prestressed specimens failed by CFRP plate fracture. And the cracking loads and maximum loads were increased proportionally to the prestress level.

Rate-Dependence of Off-Axis Tensile Behavior of Cross-Ply CFRP Laminates at Elevated Temperature and Its Simulation

  • Takeuchi, Fumi;Kawai, Masamichi;Zhang, Jian-Qi;Matsuda, Tetsuya
    • Advanced Composite Materials
    • /
    • 제17권1호
    • /
    • pp.57-73
    • /
    • 2008
  • The present paper focuses on experimental verification of the ply-by-ply basis inelastic analysis of multidirectional laminates. First of all, rate dependence of the tensile behavior of balanced symmetric cross-ply T800H/epoxy laminates with a $[0/90]_{3S}$ lay-up under off-axis loading conditions at $100^{\circ}C$ is examined. Uniaxial tension tests are performed on plain coupon specimens with various fiber orientations $[{\theta}/(90-{\theta})]_{3S}$ ($\theta$ = 0, 5, 15, 45 and $90^{\circ}C$) at two different strain rates (1.0 and 0.01%/min). The off-axis stress.strain curves exhibit marked nonlinearity for all the off-axis fiber orientations except for the on-axis fiber orientations $\theta$ = 0 and $90^{\circ}$, regardless of the strain rates. Strain rate has significant influences not only on the off-axis flow stress in the regime of nonlinear response but also on the apparent off-axis elastic modulus in the regime of initial linear response. A macromechanical constitutive model based on a ply viscoplasticity model and the classical laminated plate theory is applied to predictions of the rate-dependent off-axis nonlinear behavior of the cross-ply CFRP laminate. The material constants involved by the ply viscoplasticity model are identified on the basis of the experimental results on the unidirectional laminate of the same carbon/epoxy system. It is demonstrated that good agreements between the predicted and observed results are obtained by taking account of the fiber rotation induced by deformation as well as the rate dependence of the initial Young's moduli.

Behavior of FRP-reinforced steel plate shear walls with various reinforcement designs

  • Seddighi, Mehdi;Barkhordari, Mohammad A.;Hosseinzadeh, S.A.A.
    • Steel and Composite Structures
    • /
    • 제33권5호
    • /
    • pp.729-746
    • /
    • 2019
  • The nonlinear behavior of single- and multi-story steel plate shear walls (SPSWs) strengthened with three different patterns of fiber reinforced polymer (FRP) laminates (including single-strip, multi-strip and fully FRP-strengthened models) is studied using the finite element analysis. In the research, the effects of orientation, width, thickness and type (glass or carbon) of FRP sheets as well as the system aspect ratio and height are investigated. Results show that, despite an increase in the system strength using FRP sheets, ductility of reinforced SPSWs is decreased due to the delay in the initiation of yielding in the infill wall, while their initial stiffness does not change significantly. The content/type/reinforcement pattern of FRPs does affect the nonlinear behavior characteristics and also the mode and pattern of failure. In the case of multi-strip and fully FRP-strengthened models, the use of FPR sheets almost along the direction of the infill wall tension fields can maximize the effectiveness of reinforcement. In the case of single-strip pattern, the effectiveness of reinforcement is decreased for larger aspect ratios. Moreover, a relatively simplified and approximate theoretical procedure for estimating the strength of SPSWs reinforced with different patterns of FRP laminates is presented and compared with the analytical results.

Performance of steel beams strengthened with pultruded CFRP plate under various exposures

  • Gholami, M.;Sam, A.R. Mohd;Marsono, A.K.;Tahir, M.M.;Faridmehr, I.
    • Steel and Composite Structures
    • /
    • 제20권5호
    • /
    • pp.999-1022
    • /
    • 2016
  • The use of Carbon Fiber Reinforced Polymer (CFRP) to strengthen steel structures has attracted the attention of researchers greatly. Previous studies demonstrated bonding of CFRP plates to the steel sections has been a successful method to increase the mechanical properties. However, the main limitation to popular use of steel/CFRP strengthening system is the concern on durability of bonding between steel and CFRP in various environmental conditions. The paper evaluates the performance of I-section steel beams strengthened with pultruded CFRP plate on the bottom flange after exposure to diverse conditions including natural tropical climate, wet/dry cycles, plain water, salt water and acidic solution. Four-point bending tests were performed at specific intervals and the mechanical properties were compared to the control beam. Besides, the ductility of the strengthened beams and distribution of shear stress in adhesive layer were investigated thoroughly. The study found the adhesive layer was the critical part and the performance of the system related directly to its behavior. The highest strength degradation was observed for the beams immersed in salt water around 18% after 8 months exposure. Besides, the ductility of all strengthened beams increased after exposure. A theoretical procedure was employed to model the degradation of epoxy adhesive.

Guided wave field calculation in anisotropic layered structures using normal mode expansion method

  • Li, Lingfang;Mei, Hanfei;Haider, Mohammad Faisal;Rizos, Dimitris;Xia, Yong;Giurgiutiu, Victor
    • Smart Structures and Systems
    • /
    • 제26권2호
    • /
    • pp.157-174
    • /
    • 2020
  • The guided wave technique is commonly used in structural health monitoring as the guided waves can propagate far in the structures without much energy loss. The guided waves are conventionally generated by the surface-mounted piezoelectric wafer active sensor (PWAS). However, there is still lack of understanding of the wave propagation in layered structures, especially in structures made of anisotropic materials such as carbon fiber reinforced polymer (CFRP) composites. In this paper, the Rayleigh-Lamb wave strain tuning curves in a PWAS-mounted unidirectional CFRP plate are analytically derived using the normal mode expansion (NME) method. The excitation frequency spectrum is then multiplied by the tuning curves to calculate the frequency response spectrum. The corresponding time domain responses are obtained through the inverse Fourier transform. The theoretical calculations are validated through finite element analysis and an experimental study. The PWAS responses under the free, debonded and bonded CFRP conditions are investigated and compared. The results demonstrate that the amplitude and travelling time of wave packet can be used to evaluate the CFRP bonding conditions. The method can work on a baseline-free manner.