Flexural Properties of Concrete Beams Reinforced with Rebars and Net-type Continuous Fiber Reinforcement
Reinforced concrete beam specimens with or without net-type continuous fiber reinforcement (NCFR) were fabricated for flexural tests involving the number of NCFR layers and concrete strength as parameters. Three layers of NCFR were found to efficiently control the flexural crack width by increasing the tensile force borne by NCFR and dispersing cracks. The authors also formulated a cross-section analysis program using a laminated model, with which the analysis values were compared with the measurements. This program was proven capable of usefully evaluating the flexural properties of concrete beams reinforced with both rebars and NCFR.
flexural crack width flexural property net-type continuous fiber reinforcement reinforced concrete beam
C.H. Li Y. Tsuji K. Kurihara
Department of Civil and Environmental Engineering, Gunma University, Gunma, 376-8515, Japan
国际会议
济南
英文
187-193
2010-05-09（万方平台首次上网日期，不代表论文的发表时间）