Drop-weight impact loading tests of cushion rubber set RC beams strengthened in flexure with AFRP sheet
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- Suzuki Kentaro
- (株)構研エンジニアリング 防災施設部
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- Komuro Masato
- 室蘭工業大学 大学院工学研究科もの創造系領域
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- Kawarai Tomoki
- 室蘭工業大学 大学院工学研究科博士後期課程工学専攻
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- Kishi Norimitsu
- 室蘭工業大学 大学院工学研究科もの創造系領域
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- Mikami Hiroshi
- 三井住友建設(株) R&Dセンター 上席研究員
Bibliographic Information
- Other Title
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- 緩衝ゴムを設置した AFRP シート接着曲げ補強 RC 梁の重錘落下衝撃実験
Abstract
<p>When reinforced concrete (RC) beams are impacted directly due to dropping a steel weight, the impacted area of the beam is severely damaged and the area reaches the ultimate state earlier. The impact resistant capacity of the beams may be increased by flattening the high intensity impact force. In this paper, proposing a cushion rubber setting method on the im-pacted area, the impact resistant behavior of the rubber set RC beams strengthened in flexure with bonding AFRP sheet was investigated conducting drop-weight impact test loading. The results obtained from this study are: applying the proposed method, the impact force can be significantly decreased and flattened and the impact resistant capacity of the beams can be increased; and debonding of the AFRP sheet can be effectively restrained, etc.</p>
Journal
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- Journal of Structural Engineering, A
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Journal of Structural Engineering, A 67A (0), 804-815, 2021
Japan Society of Civil Engineers
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Details 詳細情報について
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- CRID
- 1390006231374250880
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- NII Article ID
- 130008025938
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- ISSN
- 1881820X
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- Text Lang
- ja
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- Data Source
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- JaLC
- CiNii Articles
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- Abstract License Flag
- Disallowed