2022
DOI: 10.1590/s1983-41952022000100003
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Correlation between concrete strength properties and surface electrical resistivity

Abstract: Periodic inspections in reinforced concrete structures are important to be carried out to assess their state of conservation. In this scenario, non-destructive tests can be a suitable option since destructive tests are invasive and may be difficult to be performed in some cases. Considering this option, correlations between non-destructive test parameters and the concrete properties to be analyzed are useful tools that make easier the structure inspection. In the present work, correlations between the compress… Show more

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Cited by 6 publications
(2 citation statements)
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“…Concrete is a material that is made up of cement, coarse and fine aggregates, water and additives, and once it sets it is necessary to know the acquired compressive strength value, mainly at 28 days. For this purpose, numerous calculation equations have been developed that allow estimating the concrete's fc from the values of the Rebound Hammer (RN) (Lima and Silva, 2000), the ultrasonic pulse velocity (UPV) (Hannachi and Guetteche, 2012); (Popovics, 1991) or the measurement of the resistivity (ρ) of the concrete (Araújo and Meira, 2021).…”
Section: Introductionmentioning
confidence: 99%
“…Concrete is a material that is made up of cement, coarse and fine aggregates, water and additives, and once it sets it is necessary to know the acquired compressive strength value, mainly at 28 days. For this purpose, numerous calculation equations have been developed that allow estimating the concrete's fc from the values of the Rebound Hammer (RN) (Lima and Silva, 2000), the ultrasonic pulse velocity (UPV) (Hannachi and Guetteche, 2012); (Popovics, 1991) or the measurement of the resistivity (ρ) of the concrete (Araújo and Meira, 2021).…”
Section: Introductionmentioning
confidence: 99%
“…Concrete is a material that is made up of cement, fine and coarse aggregates, water and additives, and once it sets it is necessary to know the resistance value acquired, mainly after 28 days. For this purpose, numerous calculation equations have been developed that allow estimating the concrete's fc from the values of the Rebound Hammer (RN) (Lima and Silva, 2000), ultrasonic pulse velocity (UPV) (Hannachi andGuetteche, 2012, Popovics, 1991) or the measurement of the apparent resistivity (ρ) of the concrete (Araújo and Meira, 2021).…”
Section: Introductionmentioning
confidence: 99%