抄録
This paper presents experimental results on the behavior in tension of reinforced concrete members strengthened with carbon fiber sheets (CFS). CFS reduced the crack spacing and brought about good crack width control as well as a significant change in the average bond stress and the average stress of steel reinforcing bars and concrete. The deterioration mechanism of the CFS bond properties near cracks was presented.
| 元の言語 | English |
|---|---|
| ページ（範囲） | 168-174 |
| ページ数 | 7 |
| ジャーナル | Journal of Composites for Construction |
| 巻 | 6 |
| 発行部数 | 3 |
| DOI | |
| 出版物ステータス | Published - 2002 8 1 |
| 外部発表 | Yes |
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ASJC Scopus subject areas
- Civil and Structural Engineering
- Computational Mechanics
- Mechanics of Materials
- Ceramics and Composites
これを引用
Study on behavior in tension of reinforced concrete members strengthened by carbon fiber sheet. / Ueda, Tamon; Yamaguchi, Ryuichi; Shoji, Kazuteru; Sato, Yasuhiko.
：: Journal of Composites for Construction, 巻 6, 番号 3, 01.08.2002, p. 168-174.研究成果: Article
}
TY - JOUR
T1 - Study on behavior in tension of reinforced concrete members strengthened by carbon fiber sheet
AU - Ueda, Tamon
AU - Yamaguchi, Ryuichi
AU - Shoji, Kazuteru
AU - Sato, Yasuhiko
PY - 2002/8/1
Y1 - 2002/8/1
N2 - This paper presents experimental results on the behavior in tension of reinforced concrete members strengthened with carbon fiber sheets (CFS). CFS reduced the crack spacing and brought about good crack width control as well as a significant change in the average bond stress and the average stress of steel reinforcing bars and concrete. The deterioration mechanism of the CFS bond properties near cracks was presented.
AB - This paper presents experimental results on the behavior in tension of reinforced concrete members strengthened with carbon fiber sheets (CFS). CFS reduced the crack spacing and brought about good crack width control as well as a significant change in the average bond stress and the average stress of steel reinforcing bars and concrete. The deterioration mechanism of the CFS bond properties near cracks was presented.
KW - Bond stress
KW - Concrete, reinforced
KW - Retrofitting
KW - Sheets
KW - Stiffness
UR - http://www.scopus.com/inward/record.url?scp=13844267717&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=13844267717&partnerID=8YFLogxK
U2 - 10.1061/(ASCE)1090-0268(2002)6:3(168)
DO - 10.1061/(ASCE)1090-0268(2002)6:3(168)
M3 - Article
AN - SCOPUS:13844267717
VL - 6
SP - 168
EP - 174
JO - Journal of Composites for Construction
JF - Journal of Composites for Construction
SN - 1090-0268
IS - 3
ER -