• Title/Summary/Keyword: Ar glass fibers

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Durability of GFRP Rebar with Ribs Containing Milled Alkaline Resistant Glass Fibers (알카리저항 초단유리섬유를 리브에 사용한 유리섬유 보강근의 내구성능)

  • Moon, Do Young;Oh, Hong Seob
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.15 no.1
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    • pp.281-287
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    • 2011
  • GFRP rebars could be deteriorated by concrete alkalinity. This paper focuses on the investigation of durability of GFRP rebars with ribs exposed to alkaline environment of concrete. It has been reported that the milled E-glass fibers in the ribs of GFRP rebar can increase bond strength between GFRP rebars and the concrete. In this study, the effect of milled alkaline resistant glass fibers (milled AR glass) and milled E-glass in the ribs on the durability of GFRP rebar is investigated through ISS tests and moist absorption tests of the bare rebar. To accelerate the effect of the alkalinity, high temperature($40^{\circ}C$) was applied. According to the test results, mix ratio of milled glass fibers in the ribs by weight had significant effect on durability of GFRP rebars with ribs. It is because that the high mix ratio may leads more voids in the ribs due to lower workability and formability. On the other hand, changing fiber type in the ribs from E-glass to AR-glass had no improvements on ISS strength of the GFRP rebar. Therefore, it is found that determination of proper mix ratio of milled glass fiber in the mixture for the formation of the ribs of the GFRP rebar is important.

Strength toss of F-Fiber Obtained from Recycling FRP Ship in a Basic Solution (폐 FRP 선박에서 분리하여 얻은 F섬유의 염기성 용액에서의 강도저하)

  • Lee, Seung-Hee;Kim, Yong-Seop;Yoon, Koo-Young
    • Journal of the Korean Society for Marine Environment & Energy
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    • v.11 no.1
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    • pp.42-45
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    • 2008
  • It has been reported that FRP (fiber reinforced plastic) can be recycled by separating into layers instead of crushing into powder. F-fiber obtained from roving layer separated from FRP, has bigger tensile strength than the bundle of glass fibers of which FRP was made (more than 90%). SEM image of F-fiber shows the presence of some resin. Under the proposition of usage of F-fiber in the concrete material, tensile strength is examined after soaking in a basic solution (NaOH+KOH). The reaction mechanism of strength loss may be considered as an attack of hydroxide ion ($OH^-$) on a chemical bond of Si-O-Si of glass fiber. The simulation graph of the strength loss data implies certain reaction mechanism. While in the early stage kinetically controlled reaction results in a fast drop of tensile strength, after 30 days dispersion rate of hydroxide ion plays a major role in strength loss. This result is similar to the one for the AR glass. An extrapolation of the graph would make an assumption about the lift time of F-fiber possible.

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