Experimental study on rupture control of AFRP sheet for flexural strengthening of RC beam
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- Kurihashi Yusuke
- 室蘭工業大学大学院 社会基盤ユニット くらし環境系領域
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- Mikami Hiroshi
- 三井住友建設(株)技術研究所
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- Konno Hisashi
- (国研)土木研究所 寒地土木研究所 寒地構造チーム
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- Sato Motohiko
- 室蘭工業大学大学院 環境創生工学系専攻 土木工学コース
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- Kishi Norimitsu
- (独)国立高専機構 釧路工業高等専門学校
Bibliographic Information
- Other Title
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- AFRPシート曲げ補強したRC梁のシート破断抑制法に関する実験的研究
- AFRP シート マゲ ホキョウ シタ RCリョウ ノ シートハダンヨクセイホウ ニ カンスル ジッケンテキ ケンキュウ
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Abstract
In this study, in order to propose the effective rupture control method of Aramid FRP (AFRP) sheet for flexural strengthening of RC beam, falling-weight impact loading tests for the strengthened RC beams were conducted. In these experiments, the followings were investigated; 1) effect of the unit mass of the flexural strengthening AFRP sheet; 2) effect of the horizontally bonded AFRP sheet to the side surface of the beam; and 3) effect of the U-shaped bonding AFRP sheet. The results obtained from these experiments were as follows: 1) rupture of the flexurally reinforcing AFRP sheet can be effectively controlled by increasing the sheet volume; 2) effect of the horizontally bonded sheet was not much; and 3) shear cracks can be restrained by the U-shaped bonding sheet, however rupture of the sheet for flexural reinforcing cannot be restrained.
Journal
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- Journal of Structural Engineering, A
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Journal of Structural Engineering, A 62A (0), 1043-1052, 2016
Japan Society of Civil Engineers
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Details 詳細情報について
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- CRID
- 1390001205283486464
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- NII Article ID
- 130005607972
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- NII Book ID
- AA12210243
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- ISSN
- 18816614
- 1881820X
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- NDL BIB ID
- 027295544
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- Text Lang
- ja
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- Data Source
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- JaLC
- NDL
- CiNii Articles
- KAKEN
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- Abstract License Flag
- Disallowed