### 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 language | English |
---|---|

Pages (from-to) | 51-60 |

Number of pages | 10 |

Journal | Doboku Gakkai Rombun-Hokokushu/Proceedings of the Japan Society of Civil Engineers |

Issue number | 484 pt 5-22 |

Publication status | Published - 1994 Feb 1 |

Externally published | Yes |

### Fingerprint

### ASJC Scopus subject areas

- Engineering(all)

### Cite this

*Doboku Gakkai Rombun-Hokokushu/Proceedings of the Japan Society of Civil Engineers*, (484 pt 5-22), 51-60.

**Qualitative evaluation of shear resisting behavior of concrete beams reinforced with FRP rods by finite element analysis.** / Sato, Yasuhiko; Ueda, Tamon; Kakuta, Yoshio.

Research output: Contribution to journal › Article

*Doboku Gakkai Rombun-Hokokushu/Proceedings of the Japan Society of Civil Engineers*, no. 484 pt 5-22, pp. 51-60.

}

TY - JOUR

T1 - Qualitative evaluation of shear resisting behavior of concrete beams reinforced with FRP rods by finite element analysis

AU - Sato, Yasuhiko

AU - Ueda, Tamon

AU - Kakuta, Yoshio

PY - 1994/2/1

Y1 - 1994/2/1

N2 - 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.

AB - 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.

UR - http://www.scopus.com/inward/record.url?scp=0028381631&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=0028381631&partnerID=8YFLogxK

M3 - Article

AN - SCOPUS:0028381631

SP - 51

EP - 60

JO - Doboku Gakkai Rombun-Hokokushu/Proceedings of the Japan Society of Civil Engineers

JF - Doboku Gakkai Rombun-Hokokushu/Proceedings of the Japan Society of Civil Engineers

SN - 0289-7806

IS - 484 pt 5-22

ER -