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.
|ジャーナル||Doboku Gakkai Rombun-Hokokushu/Proceedings of the Japan Society of Civil Engineers|
|号||484 pt 5-22|
|出版ステータス||Published - 1994 2 1|
ASJC Scopus subject areas