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- W2912730105 abstract "A comprehensive study was performed on non-proprietaryultra-high-performance concrete (UHPC) material and several designmethods were suggested based on numerous experimental results.Several sets of compression tests, direct tensile tests, andflexural tests were performed on UHPC to provide a betterunderstanding of the mechanisms involved in the mechanical behaviorof the fiber reinforced material. In addition to compressive tests,flexural tests, based on ASTM C1609 and EN 14651, were performed.The effect of the strain rate on the UHPC material was alsoinvestigated through the high-speed tensile tests at differentstrain rates. Alongside the usual measurement tools such as linearvariable differential transformers (LVDT) and clip gages, digitalimage correlation (DIC) method was also used to capture thefull-range deformations in the samples and localized crackpropagations. Analytical approaches were suggested, based on theexperimental results of the current research and other researchgroups, to provide design solutions for different applications anddesign approaches for UHPC and hybrid reinforced concrete (HRC)sections. The suggested methods can be used both in the ultimatelimit state (ULS) and the serviceability limit state (SLS) designmethods. Closed form relationships, based on the non-linear designof reinforced concrete, were used in the calculation of theload-deflection response of UHPC. The procedures were used inobtaining material properties from the flexural data usingprocedures that are based on back-calculation of materialproperties from the experimental results. Model simulations werecompared with other results available in the literature.Performance of flexural reinforced UHPC concrete beam sectionstested under different types of loading was addressed using acombination of fibers and rebars. The same analytical approach wassuggested for the fiber reinforced concrete (FRC) sectionsstrengthened (rehabilitated) by fiber reinforced polymers (FRP) andtextile reinforced concrete (TRC). The objective is to validate theproper design procedures for flexural members as well as connectionelements. The proposed solutions can be used to reduce totalreinforcement by means of increasing the ductility of the FRC, HRC,and UHPC members in order to meet the required flexuralreinforcement, which in some cases leads to total elimination ofrebars." @default.
- W2912730105 created "2019-02-21" @default.
- W2912730105 creator A5029658428 @default.
- W2912730105 date "2018-01-01" @default.
- W2912730105 modified "2023-09-23" @default.
- W2912730105 title "Development of Design Procedures for Fiber Reinforced Concrete (FRC) & Ultra-High-Performance Concrete (UHPC) Based on Experimental Evaluations" @default.
- W2912730105 hasPublicationYear "2018" @default.
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