Analytical evaluation of shear resisting behavior of prestressed concrete beams reinforced with FRP rods

Yasuhiko Sato*, Tamon Ueda, Yoshio Kakuta

*この研究の対応する著者

研究成果: Article査読

2 被引用数 (Scopus)

抄録

Non-linear finite element analysis is conducted in order to clarify the shear resisting behavior of prestressed concrete beams reinforced with FRP rods. Prestressing force, stiffness of tendon and web reinforcement are chosen as parameters. It is discussed how prestressing force and mechanical properties of reinforcement influence the shear strength as well as the shear force components in the shear resisting behavior.

本文言語English
ページ(範囲)425-430
ページ数6
ジャーナルTransactions of the Japan Concrete Institute
16
出版ステータスPublished - 1994 12 1
外部発表はい

ASJC Scopus subject areas

  • 建築および建設

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