Statistical analysis of an experimental database on residual flexural strengths of fiber reinforced concretes: performance-based equations

The postcracking capacity of fiber reinforced concrete (FRC) mainly depends on the content, material, and geometry of the fibers considered. Even though the general influence of these factors on FRC behavior has been extensively addressed, the uncertainty of the FRC performance prediction along with...

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Bibliographic Details
Authors: Galeote Moreno, Eduardo|||0000-0001-8370-4043, Picazo, Alvaro, De Marcos Garcia, Alberto, Fuente Antequera, Albert de la|||0000-0002-8016-1677, Enfedaque, Alejandro, Gálvez, Jaime C., Aguado de Cea, Antonio|||0000-0001-5542-6365
Format: article
Publication Date:2022
Country:España
Institution:Universitat Politècnica de Catalunya (UPC)
Repository:UPCommons. Portal del coneixement obert de la UPC
Language:English
OAI Identifier:oai:upcommons.upc.edu:2117/376763
Online Access:https://hdl.handle.net/2117/376763
https://dx.doi.org/10.1002/suco.202100416
Access Level:Open access
Keyword:Reinforced concrete construction
Concrete--Cracking
Experimental analysis
Fiber reinforced concrete
Flexural residual strength
Steel fiber
Synthetic fiber
Construcció en formigó armat amb fibres
Formigó--Fissuració
Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures de formigó
Description
Summary:The postcracking capacity of fiber reinforced concrete (FRC) mainly depends on the content, material, and geometry of the fibers considered. Even though the general influence of these factors on FRC behavior has been extensively addressed, the uncertainty of the FRC performance prediction along with the variability of the results still poses a challenging issue that needs to be solved to encourage the use of FRC for design and construction purposes. In this line, a database including the results of the flexural residual strength obtained from different experimental programs combined with the results of previous studies has been gathered and analyzed herein to obtain general correlations and trends providing additional information about the influence of the fibers in FRC behavior, these meant to serve for initial design stages (e.g., make decisions on the type and amount of fibers based on technical and economical requirements). The results are analyzed distinguishing between the fiber material, the fiber shape, the aspect ratio and tensile strength. The results presented herein may provide valuable information on the initial prediction of the residual strength of FRC to fully take advantage of the mechanical properties of the material.