Study on continuous fiber flexible reinforcement as shear reinforcement for concrete members

Saki Tomita, Satoshi Kozaki, Yasuhiko Sato, Akira Kobayashi

研究成果: Article

1 引用 (Scopus)

抄録

This study shows how reducing the thickness of the tube enclosing continuous fiber flexible reinforcement (CFFR) and providing mechanical anchorage at the end of CFFR improve the shear capacity of a beam specimen. It is also clarified in this study that from tensile tests on U shaped specimen of CFFR the shear capacity in a concrete beam reinforced with CFFR is greatly influenced by the deformational characteristics of CFFR, i.e., a slippage at bent portion of fibers and deformation of tube covering the fibers.

元の言語English
ページ(範囲)235-240
ページ数6
ジャーナルTransactions of the Japan Concrete Institute
21
出版物ステータスPublished - 1999 12 1
外部発表Yes

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Reinforcement
Concretes
Fibers

ASJC Scopus subject areas

  • Building and Construction

これを引用

Study on continuous fiber flexible reinforcement as shear reinforcement for concrete members. / Tomita, Saki; Kozaki, Satoshi; Sato, Yasuhiko; Kobayashi, Akira.

:: Transactions of the Japan Concrete Institute, 巻 21, 01.12.1999, p. 235-240.

研究成果: Article

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