Interaction of electrical resistivity with rebound hammer and ultrasonic velocity test

Authors

  • Antônio Carlos Assis Leonel Universidade Federal de Goiás, Programa de Pós-graduação em Geotecnia, Estruturas e Construção Civil, Escola de Engenharia Civil e Ambiental
  • Andrielli Morais de de Oliveira Universidade Federal de Goiás, Programa de Pós-graduação em Geotecnia, Estruturas e Construção Civil, Escola de Engenharia Civil e Ambiental. https://orcid.org/0000-0001-8977-785X
  • Oswaldo Cascudo Universidade Federal de Goiás, Programa de Pós-graduação em Geotecnia, Estruturas e Construção Civil, Escola de Engenharia Civil e Ambiental. https://orcid.org/0000-0003-1879-6396

DOI:

https://doi.org/10.18830/1679-09442024v17e49960

Keywords:

Concreto, Resistividade elétrica, Esclerometria, Velocidade de propagação do pulso ultrassônico, Ensaios não destrutivos

Abstract

Periodic inspection programs in reinforced concrete structures are essential for planning maintenance and for better control of structural behavior under service conditions. Within this context, non-destructive tests (NDT) prove to be an important tool for monitoring the integrity of structures, since they offer qualitative and quantitative parameters that help in the evaluation, analysis and an assertive diagnosis. So, the objective of this work is to evaluate the interaction of the electrical resistivity of concrete with the parameters of rebound hammer (IE) and ultrasonic pulse propagation velocity (US) techniques during the first 28 days of age of two structural concretes (C25 and C45 strength class concretes). For this purpose, two concrete resistivity techniques were considered, namely: surface apparent electrical resistivity (RE) and volumetric electrical resistivity (RV). As a result, high correlations were obtained between IE and RE, with coefficients of determination (R2) equal to 0.83 and 0.88, as well as between IE and RV, with R2 equal to 0.91 and 0.96, for C25 and C45, respectively. At the same time, coefficients of determination between 0.85 and 0.96 were obtained in the correlations between the ultrasonic pulse velocity and the resistivity data (RE and RV), in the two concretes studied. Finally, very high coefficients of determination (R2) were observed, above 0.93, in the relationships of VPU and IE with compressive strength and modulus of elasticity, for the two concretes evaluated. This demonstrates the great potential of the electrical resistivity technique, as an indicator of concrete durability, for complementary use in field inspections of concrete structures.

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Author Biographies

Antônio Carlos Assis Leonel, Universidade Federal de Goiás, Programa de Pós-graduação em Geotecnia, Estruturas e Construção Civil, Escola de Engenharia Civil e Ambiental

Building Technician from the Federal Institute of Education, Science and Technology of Goiás (2013); Graduated in Civil Engineering from the Pontifical Catholic University of Goiás (2019); Master in Civil Construction from PPG-GECON - UFG (2022); He also has a specialization (MBA) in Construction Management in Civil Construction from Faculdade UniBF (2019) and in Engineering Expert Assessments from DALMASS (2020). He is currently technical director at ATC Engenharia e Consultoria.

Andrielli Morais de de Oliveira, Universidade Federal de Goiás, Programa de Pós-graduação em Geotecnia, Estruturas e Construção Civil, Escola de Engenharia Civil e Ambiental.

She has a PhD in civil engineering with experience in "Durability of Cementitious Composite Materials and Mechanical Behavior, including creep" from PEC/COPPE/UFRJ. She starts her doctorate in collaboration with the University of TU Dresden in Dresden/Germany. It also works on: -"Durability and Performance of Reinforced Concrete with Mineral Additions and Fibers (with and without nanoscopic and microscopic scale particles) -"Reinforcement Corrosion" and "Corrosion Investigation and Monitoring Techniques" - "Application of Microscopic Techniques and Mesoscopic for Analysis of Materials and Assessment of their Behavior". - "Tightness and Waterproofing in Constructions with Interest in Materials, Tests, Construction Systems, Design and Production Controls" - "Pathological Manifestations in Civil Construction" - "Improvement of Existing Materials and Development of New Materials - performance biases, durability, sustainability, innovation and technology" and - "Performance Standard ABNT NBR 15.575 - Durability and Watertightness Themes". He was an effective professor at UFPA/CAMTUC (2008-2017), FECIV/ UFU (2017-2018) and is currently a professor since 2018 at EECA/UFG and PPG-GECON/EECA/UFG with an interest in studies in the broad area of "Durability and Performance of Materials, Components and Systems in Construction Civil". EECA - School of Civil and Environmental Engineering UFG - Federal University of Goiás PPG-GECON - Postgraduate Program in Structures, Geotechnics and Civil Construction.

Oswaldo Cascudo, Universidade Federal de Goiás, Programa de Pós-graduação em Geotecnia, Estruturas e Construção Civil, Escola de Engenharia Civil e Ambiental.

He holds a degree in Civil Engineering from the Federal University of Paraíba (1987), and a master's degree (1991) and doctorate (2000) in Civil Engineering from the University of São Paulo. Between 2003 and 2004, he carried out postdoctoral work at the Institut National des Sciences Appliquées (INSA) in Toulouse, France. He has been a professor at the School of Civil and Environmental Engineering (EECA) at the Federal University of Goiás (UFG) since 1992, having held during this period the roles of laboratory coordinator, head of the Construction Department, coordinator of the Specialization Course in Civil Construction and coordinator of the Master's Degree in Geotechnics, Structures and Civil Construction (PPG-GECON). He is currently a Full Professor at UFG, linked to PPG-GECON (master's and doctorate), coordinating at this institution a Capes-Brafitec project for student mobility between Brazil and France. Over approximately three decades in the academic and research environment, he has coordinated important research and extension projects at the university, which contributed to the maturation of research lines at the stricto sensu postgraduate level (at PPG-GECON) , with significant fundraising, in addition to relevant interaction with society and actions in the field of internationalization, at UFG. He has experience and work in the following areas and themes of Civil Engineering: corrosion of reinforcement, durability of concrete structures, evaluation and diagnosis of pathological problems in concrete structures and structural recovery, science and technology of concrete and mortars, and pathology and therapy of buildings

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Published

2024-05-10

How to Cite

Leonel, A. C. A., de Oliveira, A. M. de, & Cascudo, O. (2024). Interaction of electrical resistivity with rebound hammer and ultrasonic velocity test. Paranoá, 17, e49960. https://doi.org/10.18830/1679-09442024v17e49960

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Vol. 17 (2024): January/December Edition

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Technology, Environment and Sustainability

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