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Analysis on the Moment-Curvature Relationship for Prestressed UHPFRC Beams without Stirrup
To simplify the analysis, an elastic perfectly plastic stress-strain law was presented for UHPFRC. The post-cracking behavior was described by the average constant post-crack tensile strength. A strain parameter μ is proposed to evaluate the performance and efficiency of steel fibre reinforcement. 8 rectangular beams were tested in this investigation. Based on the proposed constitutive model, the full history of their flexural moment-curvature relationship for UHPFRC beams was calculated and compared with experimental data on prestressed UHPFRC beams. Good agreement between calculated strengths and experimental data was obtained.
Analysis on the Moment-Curvature Relationship for Prestressed UHPFRC Beams without Stirrup
To simplify the analysis, an elastic perfectly plastic stress-strain law was presented for UHPFRC. The post-cracking behavior was described by the average constant post-crack tensile strength. A strain parameter μ is proposed to evaluate the performance and efficiency of steel fibre reinforcement. 8 rectangular beams were tested in this investigation. Based on the proposed constitutive model, the full history of their flexural moment-curvature relationship for UHPFRC beams was calculated and compared with experimental data on prestressed UHPFRC beams. Good agreement between calculated strengths and experimental data was obtained.
Analysis on the Moment-Curvature Relationship for Prestressed UHPFRC Beams without Stirrup
Advanced Materials Research ; 255-260 ; 236-240
2011-05-31
5 pages
Article (Journal)
Electronic Resource
English
Analysis on the Moment-Curvature Relationship for Prestressed UHPFRC Beams without Stirrup
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