Qualitative evaluation of shear resisting behavior of concrete beams reinforced with FRP rods by finite element analysis

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

Shear resisting behavior of concrete beams reinforced with FRP rods was analytically studied by non-linear finite element method. It was found that the analyzed results can estimate experimental results with reasonable accuracy. Shear force components carried by uncracked concrete zone and by shear cracked zone were calculated. It was qualitatively clarified how Young's modulus of tensile and shear reinforcement and their yield strengths influence the ultimate shear capacity of beams as well as the shear force components.

本文言語English
ページ(範囲)51-60
ページ数10
ジャーナルDoboku Gakkai Rombun-Hokokushu/Proceedings of the Japan Society of Civil Engineers
484 pt 5-22
出版ステータスPublished - 1994 2 1
外部発表はい

ASJC Scopus subject areas

  • 工学(全般)

フィンガープリント

「Qualitative evaluation of shear resisting behavior of concrete beams reinforced with FRP rods by finite element analysis」の研究トピックを掘り下げます。これらがまとまってユニークなフィンガープリントを構成します。

引用スタイル