Abstract

ABSTRACTThe geometric characteristics of synthetic macrofibers are important because they affect the behavior of fiber-reinforced concrete (FRC). Because there is a lack of specific, relevant publications in Brazil, the European standard EN14889-2:2006 was adopted as a reference to perform the characterization. Thus, an experimental plan was developed to assess the adequacy of testing procedures for the qualification of synthetic macrofibers for use in FRC. Two types of macrofibers were evaluated. The length measurement was performed using two methods: the caliper method, which is a manual measurement, and the digital image analysis method using the ImageJ software for image processing. These aforementioned methods were used to determine the diameter together with the density method, which is an indirect method that uses the developed length obtained by one of the previous methods. The statistical analyses revealed that the length results are similar regardless of the method used. However, the macrofibers must be pre-stretched to maximize the accuracy of caliper measurements. The caliper method for diameter determination has the disadvantage of underestimating the macrofiber cross-section because of the pressure applied by the load claws. In contrast, the digital image analysis method obtains the projected diameter in a single plane, which overestimate the diameter because the macrofibers are oriented with the pressure of the scanner cover. Thus, these techniques may result in false projections of the diameters that will depend on the level of torsion in the macrofibers. It was concluded that both the caliper method using previously stretched macrofibers and the digital imaging method can be used to measure length. The density method presented the best results for the diameter determination because these results were not affected by the method chosen to determine the length.

Highlights

  • 2.1 Types of macrofibersThe use of fiber-reinforced concrete (FRC) is increasing in the international and Brazilian markets

  • The experimental results obtained for the diameters and lengths of the macrofibers are presented and analyzed according to the dimensional tolerances specified by the standard EN14889-2:2006, which is specific for polymeric macrofibers

  • For macrofiber B, which was not subjected to the same stretching procedure of A, a small but significant difference was found, and the values obtained by the digital imaging method were larger than those of the caliper

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Summary

Types of macrofibers

The use of fiber-reinforced concrete (FRC) is increasing in the international and Brazilian markets. The omission of the diameter measurement precision in the case of the optical device is problematic, as are the difficulties encountered in ensuring the accuracy of measuring the developed length These values can be determined with different error levels as a function of the measurement quality, but the relevant procedure is not completely established in this standard, it is the only specific standard for polymeric macrofibers used in concrete reinforcement. Each bundle has one to three filaments bundled together, so that the bundle is composed of irregular cross-sections along its length Supplying this macrofiber in the form of bundles coiled in cords is done to facilitate the FRC mixing procedure, avoiding the macrofiber entanglement associated with a larger aspect ratio (CECCATO, 1998). This macrofiber is produced in this way for the same reason as macrofiber A, i.e., to increase the aspect ratio with minimal impact on the mixing conditions to ensure homogenization of the material

Assays
Caliper
Digital imaging
Density method
Experimental results and analysis
Comparative analysis of the methods
Comparison of the lengths
Comparison of the diameters
Conclusions
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