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        검색결과 3

        1.
        2016.03 KCI 등재 구독 인증기관 무료, 개인회원 유료
        In the present study, exfoliated graphite nanoplatelets (xGnP) with different particle sizes were coated onto polyacrylonitrile-based carbon fibers by a direct coating method. The flexural properties, interlaminar shear strength, and the morphology of the xGnP-coated carbon fiber/phenolic matrix composites were investigated in terms of their longitudinal flexural strength and modulus, interlaminar shear strength, and by optical and scanning electron microscopic observations. The results were compared with a phenolic matrix composite counterpart prepared without xGnP. The flexural properties and interlaminar shear strength of the xGnP-coated carbon fiber/phenolic matrix composites were found to be higher than those of the uncoated composite. The flexural and interlaminar shear strengths were affected by the particle size of the xGnP, while the particle size had no significant effect on the flexural modulus. It seems that the interfacial contacts between the xGnP-coated carbon fibers and the phenolic matrix play a role in enhancing the flexural strength as well as the interlaminar shear strength of the composites.
        4,000원
        2.
        2013.04 서비스 종료(열람 제한)
        It is reported that alkalinity of concrete decreases inter-laminar shear strength of FRP rebar. This could be more significant on thermally damaged FRP rebar. In this study, accelerated ISS test was conducted on FRP specimens previously exposed to temperature of 270℃ for 60 days. For 60 days, the ISS of thermally damaged FRP rebar was not significant
        3.
        2012.11 서비스 종료(열람 제한)
        In this study, a reduction in inter-laminar shear strength of FRP reinforcing bars, which is domestically produced, subjected to high temperatures was investigated. The inter-laminar shear tests were conducted on the rebar specimens conditioned in a chamber for specified times at high temperatures. The exposure temperatures were 100℃∼300℃, The exposure time were 0.5 hours to 4 hours. It was found that the critical temperature was for both GFRP and CFRP reinforcing bars, 270℃. Based on the results, a linear equation for evaluation of the effect of exposure time is proposed.