• 제목/요약/키워드: Fiber stress

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전단지연 이론을 이용한 단섬유 형태의 SMA 보강 고분자 복합재료의 열변형 거동 해석 (Thermo-Mechanical Behavior of Short SMA Reinforced Polymeric Composite Using Shear tag Theory)

  • 정태헌;이동주
    • 대한기계학회논문집A
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    • 제23권6호
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    • pp.1001-1010
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    • 1999
  • Thermo-mechanical behavior of discontinuous shape memory alloy(SMA) reinforced polymeric composite has been studied using modified shear lag theory and finite element(FE) analysis with 2-D multi-fiber model. The aligned and staggered models of short-fiber arrangement are employed. The effects of fiber overlap and aspect ratio on the thermomechanical responses such as the thermal expansion coefficient are investigated. It is found that the increase of both tensile stress(resistance stress) in SMA fiber and compressive stress in polymer matrix with increasing aspect ratio is the main cause of low thermal deformation of the composite.

층간균열이 존재하는 균일 열유동하의 섬유강화 적층복합재료의 열응력해석 (Thermal Stresses in a Laminated Fiber-Reinforced Composite Containing an Interlaminar Crack Under a Uniform Heat Flow)

  • 최형집;오준성;이강용
    • 대한기계학회논문집
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    • 제18권4호
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    • pp.887-902
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    • 1994
  • Within the framework of anisotropic thermoelasticity, the problem of an interlaminar crack in a laminated fiber-reinforced composite subjected to a uniform heat flow is investigated. Under a state of generalized plane deformation, dissimilar anisotropic half-spaces with different fiber orientations are considered to be bound together by a matrix interlayer containing the crack. The interlayer models the matrix-rich interlaminar region of the fibrous composite laminate. Based on the flexibility/stiffness matrix approach, formulation of the current crack problem results in having to solve two sets of singular integral equations for temperature and thermal stress analyses. Numerical results are obtained, illustrating the parametric effects of laminate stacking sequence, relative crack size, crack location, crack surface partial insulation, and fiber volume fraction on the values of mixed mode thermal stress intensity factors.

Local bond-slip behavior of medium and high strength fiber reinforced concrete after exposure to high temperatures

  • Tang, Chao-Wei
    • Structural Engineering and Mechanics
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    • 제66권4호
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    • pp.477-485
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    • 2018
  • This study aims to investigate the influence of individual and hybrid fiber on the local bond-slip behavior of medium and high strength concrete after exposure to different high temperatures. Tests were conducted on local pullout specimens (150 mm cubes) with a reinforcing bar embedded in the center section. The embedment lengths in the pullout specimens were three times the bar diameter. The parameters investigated include concrete type (control group: ordinary concrete; experimental group: fiber concrete), concrete strength, fiber type and targeted temperature. The test results showed that the ultimate bond stress in the local bond stress versus slip curve of the high strength fiber reinforced concrete was higher than that of the medium strength fiber reinforced concrete. In addition, the use of hybrid combinations of steel fiber and polypropylene fiber can enhance the residual bond strength ratio of high strength concrete.

섬유보강 복합체의 균열면 해석을 위한 수정 미세역학 모델 (Modified Micro-Mechanical Fiber Bridging Model for Crack Plane of Fiber Rreinforced Cementitious Composite)

  • 신경준;박종범
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2006년도 춘계 학술발표회 논문집(II)
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    • pp.365-368
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    • 2006
  • In this paper, the post cracking stress-crack width relationship of the composite is studied from a micromechanics points of view. Cook-Gordon debonding effect is studied by more refined method with considering of chemical friction of fiber interface. As a result, fiber with pre-debonding length retards stress development and shows more wide crack width for the same force level. longer pre-debonding length and lower pre-debonding bond strength results in lower full-debonding force, but same crack width.

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능동 섬유 복합재의 직접적 수치 모사 (Direct Numerical Simulation of Active Fiber Composite)

  • 백승훈;김승조
    • 한국복합재료학회:학술대회논문집
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    • 한국복합재료학회 2003년도 춘계학술발표대회 논문집
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    • pp.5-9
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    • 2003
  • Stress and deflection of Active Fiber Composite(AFC) embedded and/or attached composite structures are numerically investigated at the constituent level by the Direct Numerical Simulation(DNS). The DNS approach which models and simulates the fiber and matrix directly using 3D finite elements need to be solved by efficient way. To handle this large scale problem, parallel program for solving piezoelectric behavior was developed and run on the parallel computing environment. Also, the stress result from DNS approach is compared with that from uniform field model.

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수정된 섬유 가교 특성을 고려한 ECC의 인장변형특성 (Tensile Deformation Characteristics of ECC Predicted with a Modified Fiber Bridging Curve)

  • 김정수;이방연;김진근;김윤용
    • 콘크리트학회논문집
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    • 제21권5호
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    • pp.541-548
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    • 2009
  • 지금까지 ECC의 인장거동 예측에 대한 이론적인 연구는 균열면에서 섬유가 균일하게 분산되어 있다고 가정하고 섬유 가교 곡선을 유도하는 방법으로 수행되었으며, 섬유의 기울어진 각도와 섬유사이의 간격은 섬유 가교 곡선을 예측하는데 큰 영향을 준다. 그러나 이론적으로 유도된 방법은 섬유의 기울어진 각도와 섬유 간격에 따라서 섬유가교 곡선의 형태가 달라지는 것을 모사하지 못하여 실제 섬유 가교 곡선과 차이를 보이며, ECC 인장거동을 예측할 때 큰 오차가 발생할 수 있다. 이 연구에서는 이러한 문제점을 해결하기 위하여 균열면에서 섬유 가교 작용에 기여하는 유효 섬유의 개수를 섬유의 기울어진 각도와 섬유 간격에 따라 고려한 후, 수정된 섬유 가교 곡선을 구하고, 이를 이용하여 보다 합리적인 ECC의 인장거동 예측기법을 제시하였다. 또한, 인장거동 예측에 중요한 변수인 초기 균열 강도, 섬유 가교 곡선에서의 최고 응력과 변위, 인장변형률, 균열간격을 구하기 위한 방법과 절차를 제시하였다. 그리고 예측 방법의 타당성을 평가하기 위하여 수정된 섬유 가교 곡선과 이론적인 섬유 가교 곡선으로 구한 ECC의 인장거동을 실험 결과와 비교하였다. 수정된 섬유 가교 곡선을 사용할 경우, 실험 결과와 잘 일치함을 알 수 있었으며, ECC의 인장거동을 합리적으로 예측할 수 있을 것으로 판단된다.

단섬유 복합재료의 탄성계수 예측에 관한 연구 (A Study on the Prediction of Elastic Modulus in Short Fiber Composite Materials)

  • 김홍건
    • 대한기계학회논문집A
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    • 제29권2호
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    • pp.318-324
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    • 2005
  • Theoretical efforts are performed to extend the formulation of NSLT(New Shear Lag Theory) for the prediction of the elastic modulus in short fiber composite. The formulation is based on the elastic stress transfer considering the stress concentration effects influenced by elastic modulus ratio between fiber and matrix. The composite modulus, thus far, is calculated by changing the fiber aspect ratio and volume fraction. It is found that the comparison with FEA(Finite Element Analysis) results gives a good agreement with the present theory (NSLT). It is also found that the NSLT is more accurate than the SLT(Shear Lag Theory) in short fiber regime when compared by FEA results. However, The modulus predicted by NSLT becomes similar values that of SLT when the fiber aspect ratio increases. Finally, It is shown that the present model has the capability to predict the composite modulus correctly in elastic regime.

수정 Eshelby등가 개재물 방법을 이용한 단섬유 금속 복합재료의 열적잔류응력의 해석에 관한 연구

  • 손봉진;이준현;김문생
    • 한국정밀공학회:학술대회논문집
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    • 한국정밀공학회 1993년도 추계학술대회 논문집
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    • pp.660-665
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    • 1993
  • An elastic model is developed to predict the average thermal residual stresses in the matrix and fiber of a misoriented short fiber composite. The thermal residual stresses are induced by the mismatch in the coefficient of the thermal expansion of the matrix and fiber when the composite is subjected to a uniform temperature change. The model considers two special cases of fiber misorientation ; two-dimensional in-plane and three-dimensional axisymmetric. The analytical formulation of the model is based on Eshelby's equivalent inclusion method and is nuque in that it is able to account for interactions among fibers. The model is more general than past models and it is able to treat prior analyses of the simpler composite systems as extram cases. The present model is to investigate the effects of fiber volume fraction, distribution type, distribution cut-off angle, and aspect ratio on thermal residual stress for both in-plane and axisymmetric fiber misorientation. Fiber volum fraction, aspect ratio, and disturbution cut-off angle are shown to have more significant effects on the magnitude of the thermal residual stress than fiber distrubution type for both in-plane and axisymmetric misorientation.

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Characteristics of Fracture Energy on Steel Fiber-Reinforced Lightweight Polymer Concrete

  • Youn, Joon-No;Sung, Chan-Yong
    • 한국농공학회지
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    • 제45권7호
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    • pp.11-19
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    • 2003
  • In this study, unsaturated polyester resin, artificial lightweight coarse aggregate, artificial lightweight fine aggregate, heavy calcium carbonate and steel fiber were used to produce a steel fiber-reinforced lightweight polymer concrete with which mechanical properties were examined. Results of this experimental study showed that the flexural strength of unnotched steel fiber-reinforced lightweight polymer concrete increased from 8.61 to 13.96 MPa when mixing ratio of fiber content increased from 0 to 1.5%. Stress intensity factors($K_{IC}$) increased with increasing fiber content ratio while it did not increase with increasing notch ratio. Energy release rate ($G_{IC}$) turned out to depend upon the notch size, and it increased with increasing steel fiber content.

비상체의 고속 충격을 받는 시멘트복합체의 혼입 단섬유에 따른 파괴저감특성 분석 (Analysis of Failure Reduction Properties Cementitious Composites with Reinforced Fiber by Impact of High Velocity Projectile)

  • 전인우;김규용;최경철;김홍섭;김정현;한상휴
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2014년도 추계 학술논문 발표대회
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    • pp.186-187
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    • 2014
  • Flexural stress and fracture energy of fiber reinforced cementitious composites is increased by bridge effect of reinforced fiber, scabbing failure is restrained. Shape, properties of fiber were SF(steel fiber), PA(polyamide), NY(nylon) have effects on flexural stress and fracture energy, impact resistance improve of fiber reinforced cementitious composites. In this study, local failure properties by impact of high velocity projectile was analyzed by mixing 3 types of fiber which have different shape and properties respectively.

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