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査読

1 被引用数 (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.

本文言語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
出版ステータスPublished - 1999 12 1
外部発表はい

ASJC Scopus subject areas

  • Building and Construction

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