抄録
Experiment on Fiber Reinforced Plastic (FRP) rods as shear reinforcement with the intersection of a shear crack in a beam is carried out in order to clarify the failure criterion of the FRP rod at the bent portion. The finite element analysis in which anisotropy of the FRP rod and bond slip between concrete and the FRP rod are considered, is also conducted. Strain and bond stress distributions of the FRP rod with bent portions are investigated in detail.
本文言語 | English |
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ページ(範囲) | 205-210 |
ページ数 | 6 |
ジャーナル | Transactions of the Japan Concrete Institute |
巻 | 16 |
出版ステータス | Published - 1994 12月 1 |
外部発表 | はい |
ASJC Scopus subject areas
- 建築および建設