抄録
In this study, the shear resisting behavior of reinforced concrete (RC) beams with carbon fiber sheet (CFS) was examined experimentally. Shear strength of RC beams with CFS attached to the sides is defined as the summation of the shear force carried by concrete and the shear forces carried by stirrup and CFS in shear cracking zone. The concept for calculation of the shear forces carried by stirrup and CFS is also discussed.
| 本文言語 | English |
|---|---|
| ページ（範囲） | 137-142 |
| ページ数 | 6 |
| ジャーナル | Transactions of the Japan Concrete Institute |
| 巻 | 18 |
| 出版ステータス | Published - 1996 |
| 外部発表 | はい |
ASJC Scopus subject areas
- 建築および建設