Abstract
This paper investigates the effect of various material and geometric parameters on the creep of axially loaded fiber-wrapped high-strength concrete column (FWHSCC). For this purpose, a total of twenty-eight FWHSCCs, classified into nine groups, with different intrinsic factors such as the type and amount of fiber reinforced polymer (FRP), the creep of FRP, the water-cement ratio, the aggregate-cement ratio, the silica fume content and the compressive strength of high-strength concrete (HSC) core, and extrinsic factors including the level of loads applied to columns and the radius of column section, were analyzed by the model for predicting the creep of FWHSCC. The results of this parametric study indicate that the creep of FWHSCC is mainly affected by the composition and compressive strength of the concrete core, while the others only have slight influence on the compliance function of creep of FWHSCC.
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callDisclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
