書誌事項
- タイトル別名
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- Flexural load-carrying capacity of H-shaped steel beams strengthened with FRP sheet
- FRP シート オ モチイテ マゲ ホキョウ シタ Hガタコウリョウ ノ マゲ タイカ セイジョウ
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抄録
In this study, in order to investigate flexural load-carrying behavior of H-shaped steel beams strengthened with FRP sheet, four-point static loading tests of flexural strengthened H-shaped steel beams were conducted. Here, Aramid FRP (AFRP) sheet, Polyethylene terephtalate FRP (PFRP) sheet, and thin steel plate were tried to be used as strengthening material. From this experiment, following results were obtained: 1) bonding performance of AFRP sheet can be kept even if the beam is severely deflected, and then the maximum bonding shear stress obtained from this experiment reached at 13 MPa; 2) the larger the unit mass of FRP sheet is, the greater the yield and maximum loads are; 3) in the case of applying AFRP sheet with PFRP sheet, bonding shear stress may be able to be decreased.
収録刊行物
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- 構造工学論文集 Ａ
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構造工学論文集 Ａ 62A (0), 647-656, 2016
公益社団法人 土木学会
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詳細情報 詳細情報について
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- CRID
- 1390282680259708800
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- NII論文ID
- 130005608022
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- NII書誌ID
- AA12210243
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- ISSN
- 18816614
- 1881820X
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- HANDLE
- 10258/00010056
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- NDL書誌ID
- 027294689
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- 本文言語コード
- ja
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- データソース種別
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- JaLC
- IRDB
- NDL
- CiNii Articles
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- 抄録ライセンスフラグ
- 使用不可
