Study on a new method of anchorage of carbon fiber sheet for flexural strengthening

Yasutaka Sagawa, Hiromichi Matsushita, Koyo Takeo, Makoto Saito

研究成果: Contribution to journalArticle査読

3 被引用数 (Scopus)

抄録

In this study, anchoring method of Carbon Fiber Sheet (CFS) bonded to tension surface for flexural strengthening of reinforced concrete (RC) beams was examined experimentally. The anchoring method proposed in this study was that CFS for anchoring with fiber direction inclined 45 degree to the longitudinal axis of the beam was bonded in U-shape. As a result of comparison with the method that fiber direction was perpendicular to axis, it was indicated that the former was more effective than the latter.

本文言語英語
ページ(範囲)237-242
ページ数6
ジャーナルTransactions of the Japan Concrete Institute
22
出版ステータス出版済み - 12 1 2000

All Science Journal Classification (ASJC) codes

  • Building and Construction

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