• Title/Summary/Keyword: 아라미드 섬유 강화 폴리머

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Matrix Resin Systems with Different Molar Ratios to Improve the Properties of Fiber-reinforced Composites (섬유강화 복합재료의 물성향상을 위한 몰비가 다른 매트릭스 수지에 관한 연구)

  • 이상효;이장우
    • Polymer(Korea)
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    • v.24 no.4
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    • pp.459-468
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    • 2000
  • To improve the mechanical properties of fiber-reinforced polymer matrix composites, laminated composites plates were fabricated using different matrix resins and glass or aramid fibers. The effect of matrix resin system were evaluated by tensile, flexural strength measurements. In the case of surface treated aramid fiber and unsaturated polyester resin composite, maximum flexural properties were observed in the composite prepared from the glass fiber treated with 0.5 wt% silane coupling agents. Vinylester resin composites show the highest tensile properties and isophthalic polyester composites have the highest flexural properties among the unsaturated polyester resin composites studied. The relationship between overlap laminated composites plates and mechanical properties of polymer composites is also investigated in order to improve mechanical properties of glass fiber and unsaturated polyester resin composites.

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Experimental Study on Bond Strength of AFRP Rebar in Normal Strength Concrete (AFRP 보강근의 부착강도에 대한 실험적 연구)

  • Choi, June-Ho;Park, Kyung-Chan;Lee, Young-Hak;Kim, Hee-Cheul;Lee, Jae-Sam
    • Journal of the Earthquake Engineering Society of Korea
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    • v.13 no.1
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    • pp.9-16
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    • 2009
  • For reinforced concrete members, bond strength is one of the important factors between the two materials: the concrete and the reinforcing element. The bond strength of Aramid Fiber Reinforced Polymer (AFRP) rebar was tested using the pull-out method. Presented were comparison results of the bond strength between AFRP rebar and deformed steel bars from the test. Embedded lengths and diameters of the rebar were taken into account as parameters. The bond stress-slip responses and failure modes of AFRP rebar were evaluated. It was found that the bond stress-slip responses of AFRP rebar were similar to those of deformed steel bars. As the diameter of rebar increased, the pull-out load increased. In addition, it was shown that the bond strength of an AFRP rebar was approximately 54% compared with that of a deformed steel bar.