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

Yasuhiko Sato, Tamon Ueda, Yoshio Kakuta

Research output: Contribution to journalArticle

2 Citations (Scopus)

Abstract

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.

Original languageEnglish
Pages (from-to)51-60
Number of pages10
JournalDoboku Gakkai Rombun-Hokokushu/Proceedings of the Japan Society of Civil Engineers
Issue number484 pt 5-22
Publication statusPublished - 1994 Feb 1
Externally publishedYes

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Concretes
Finite element method
Yield stress
Reinforcement
Elastic moduli

ASJC Scopus subject areas

  • Engineering(all)

Cite this

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abstract = "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.",
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