• Title/Summary/Keyword: confined concrete column

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The Strengthening Effects of Concrete Columns Confined with Carbon Fiber Sheets along the Fiber Direction (탄소섬유쉬트 올방향에 따른 콘크리트 기둥 보강성능)

  • Kim, Yang-Jung;Hong, Gap-Pyo
    • Journal of the Korea Institute of Building Construction
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    • v.11 no.4
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    • pp.326-332
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    • 2011
  • Carbon, Aramid, Boron and Glass fibers are used as fibrous materials to promote structural bearing strength. Of these fiber types, carbon fiber is the most commonly used material, and is characterized by having a one-way direction, which is strengthened by tensile strength due to the attached direction only, while other types of fibers are two-way. Therefore, when applied in the field, the attachment direction of fiber is a very important factor. However, when fiber direction is not mentioned in the design drawing, there sometimes is no improvement in structural strength, as the fiber is being installed by a site engineer or workers who lack structural knowledge. The purpose of this study was to propose an optimal direction of carbon fiber through a comparison & analysis of reinforcing efficiency with reinforced experimental columns that used carbon fibers in each of the inclined, horizontal and vertical directions. According to the results, horizontal direction in the reinforced column was improved by 153.43%, but vertical direction was 104.61% only, and it was understood this was due to increased tensile strength along the fiber direction. For this reason, it is necessary to include information regarding fiber direction in design and site management.