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.

Downloads

Download data is not yet available.

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

References

ABREU, A. G. Efeito das adições minerais na resistividade elétrica de concretos convencionais. 1998. 129 f. Dissertação (Mestrado em Engenharia Civil), Universidade Federal do Rio Grande do Sul, Porto Alegre, 1998.

AMERICAN CONCRETE INSTITUTE. ACI 228.1R: Report on Methods for Estimating In-Place Concrete Strength. Detroit, 2019.

AMERICAN SOCIETY FOR TESTING MATERIALS. ASTM G 57: Standard test method field measurement of soil resistivity using the Wenner four-electrode method. West Conshohocken, United States of America: ASTM, 2020.

ARAÚJO, E. C.; MACIOSKI, G.; MEDEIROS, M. H. F. Concrete surface electrical resistivity: Effects of sample size, geometry, probe spacing and SCMs, Construction and Building Materials, v. 324, p.126659, 2022. https://doi.org/10.1016/j.conbuildmat.2022.126659

ASSOCIAÇÃO BRASILEIRA DE NORMAS TÉCNICAS. NBR 5738: Moldagem e cura de corpos-de-prova cilíndricos ou prismáticos de concreto. Rio de Janeiro, 2016.

ASSOCIAÇÃO BRASILEIRA DE NORMAS TÉCNICAS. NBR 5739: Concreto - Ensaios de compressão de corpos de-prova cilíndricos. Rio de Janeiro, 2018.

ASSOCIAÇÃO BRASILEIRA DE NORMAS TÉCNICAS. NBR 6118: Projeto de estruturas de concreto - Procedimento. Rio de Janeiro, 2023.

ASSOCIAÇÃO BRASILEIRA DE NORMAS TÉCNICAS. NBR 7584: Concreto endurecido - Avaliação da dureza superficial pelo esclerômetro de reflexão - Método de ensaio. Rio de Janeiro, 2012a.

ASSOCIAÇÃO BRASILEIRA DE NORMAS TÉCNICAS. NBR 8522: Concreto - Determinação dos módulos estáticos de elasticidade e de deformação à compressão. Rio de Janeiro, 2021.

ASSOCIAÇÃO BRASILEIRA DE NORMAS TÉCNICAS. NBR 8802: Concreto endurecido - Determinação da velocidade de propagação de onda ultrassônica. Rio de Janeiro, 2019.

ASSOCIAÇÃO BRASILEIRA DE NORMAS TÉCNICAS. NBR 8953: Concreto para fins estruturais - Classificação pela massa específica, por grupos de resistência e consistência. Rio de Janeiro, 2015.

ASSOCIAÇÃO BRASILEIRA DE NORMAS TÉCNICAS. NBR 9204: Concreto endurecido - Determinação da resistividade elétrico-volumétrica - Método de ensaio. Rio de Janeiro, 2012b.

ASSOCIAÇÃO BRASILEIRA DE NORMAS TÉCNICAS. NBR 16697: Cimento Portland - Requisitos. Rio de Janeiro, 2018.

BREYSSE, D.; KLYSZ, G. B.; DÉROBERT, C. X.; SIRIEIX, A. C.; LATASTE, A. J. F. How to combine several non-destructive techniques for a better assessment of concrete structures. Cement and Concrete Research, 2008. https://doi.org/10.1016/j.cemconres.2008.01.016

BREYSSE. D. Non-destructive evaluation of concrete strength: An historical review and a new perspective by combining NDT methods. Construction and Building Materials, v. 33, pp. 139-163, 2012. https://doi.org/10.1016/j.conbuildmat.2011.12.103

BRITISH STANDARDS INSTITUTION. BS 12504: Part 4. Determination of ultrasonic pulse velocity. London, England: BSI, 2021.

BROOMFIELD, J.P. Corrosion of steel in concrete: understanding, investigation and repair. New York: E&FN Spon, 1997.

CAMARGO, M. V., FERRARI, V. J. Resistência à compressão e módulo de elasticidade do concreto por meio de ensaios não destrutivos (END). Matéria (Rio de Janeiro), v. 26, n. 03, 2021. https://doi.org/10.1590/S1517-707620210003.13047

CASCUDO, O.; CARASEK, H. Ação da carbonatação no concreto. In: Geraldo C. Isaia. (Org.). Concreto: Ciência e Tecnologia. 1 ed. São Paulo: IBRACON, v. 1, p. 849-887, 2011.

CASCUDO, OSWALDO; TEODORO, R.; OLIVEIRA, A. M. DE; CARASEK, H. Effect of Different Metakaolins on Chloride-Related Durability of Concrete. ACI MATERIALS JOURNAL, v. 118, p. 3-14, 2021. https://doi.org/10.14359/51732634

CASCUDO, O. O Controle da corrosão de armaduras em concreto: inspeção e técnicas eletroquímicas. 1 ed. São Paulo: PINI; Goiânia: Editora UFG, 1997.

CHEYTANI, M.; CHAN, S.L.I. The applicability of the Wenner method for resistivity measurement of concrete in atmospheric conditions. Case Studies In Construction Materials, v. 15, 2021. https://doi.org/10.1016/j.cscm.2021.e00663

CHUNG, K. L.; WANG L.; GHANNAM, M.; GUAN, K.; LUO, J. Prediction of concrete compressive strength based on early-age effective conductivity measurement. Journal of Building Engineering, v. 35, 2021. https://doi.org/10.1016/j.jobe.2020.101998

ELKHALDI, I.; ROZIERE, E.; TURCRY, P.; LOUKILI, A. Towards global indicator of durability performance and carbon footprint of clinker-slag-limestone cement-based concrete exposed to carbonation. Journal of Cleaner Production, v. 380, p.134876,2023. https://doi.org/10.1016/j.jclepro.2022.134876

GHODDOUSI, P.; SAADABADI, L. A. Study on hydration products by electrical resistivity for self-compacting concrete with silica fume and metakaolin. Construction And Building Materials, [S.L.], v. 154, p. 219-228, 2017. http://dx.doi.org/10.1016/j.conbuildmat.2017.07.178

GÓRA, J.; PIASTA, W. Impact of mechanical resistance of aggregate on properties of concrete. Case Studies In Construction Materials, v. 13, 2020. https://doi.org/10.1016/j.cscm.2020.e00438

HOPPE, T. Resistividade elétrica do concreto contendo diferentes teores de cinza de casca de arroz. Dissertação (Mestrado)- Universidade Federal de Santa Maria, Santa Maria, 2005.

LAYSSI, H.; POURIA G.; ALIZADEH A. R.; SALEHI, M. Electrical Resistivity of Concrete. Concrete International. vol. 37. P. 41-46. 2015. Disponível em: https://www.giatecscientific.com/wp-content/uploads/2015/05/Concrete_Electrical_Resistivity.pdf

LEHNER, P.; HRABOVÁ, K. Relationship of Time-Dependent Parameters from Destructive and Non-Destructive Tests of Structural Concrete. Mathematics, 10, 460. 2022. https://doi.org/10.3390/math10030460

LI, C.; JIAQI. L;. REN, Q.; ZHENG, Q.; JIANG, Z. Durability of concrete coupled with life cycle assessment: Review and perspective. Cement and Concrete Composites, v.139, p. 105041, 2023. https://doi.org/10.1016/j.cemconcomp.2023.105041

LIM, M.K., CAO, H. Combining multiple NDT methods to improve testing effectiveness. Construction and Building Materials, v. 38, p. 1310-1315, 2013. https://doi.org/10.1016/j.conbuildmat.2011.01.011

MALHOTRA, V.M.; CARINO, N.J. Nondestructive testing of concrete. 2.ed. Florida – EUA: crcp, 2004. 310p.

MARTINS, M.A.; BARROS, R. M.; SILVA, L. R. R.; SANTOS, V. C.; LINTZ, R.C.C.; GACHET, L.A.; MELO, M.L.; MARTINEZ, C.B. Durability indicators of high-strength self-compacting concrete with marble and granite wastes and waste foundry exhaust sand using electrochemical tests. Construction and Building Materials, v. 317, 125907, 2022. https://doi.org/10.1016/j.conbuildmat.2021.125907

MATARUL, J.; MANNAN, M.A.; MOHAMMAD IBRAHIM SAFAWI, M.Z.; IBRAHIM, A.; JAINUDIN, N.A.; YUSUH, N.A. Performance-based Durability Indicators of Different Concrete Grades Made by the Local Ready Mixed Company: Preliminary Results. Procedia - Social and Behavioral Sciences, v. 224, p. 620-625, 2016. https://doi.org/10.1016/j.sbspro.2016.05.452

MEDEIROS, M. H. F. D. Estudo de variáveis que influenciam nas medidas de resistividade de estruturas de concreto armado. N. 12. 2001. Escola Politécnica da Universidade de São Paulo. São Paulo, Brasil.

MEDINA, C.; SÁNCHEZ DE ROJAS, M.I.; THOMAS, C.; POLANCO, J.A.; FRÍAS, M. Durability of recycled concrete made with recycled ceramic sanitary ware aggregate. Inter-indicator relationships. Construction and Building Materials, v. 105, p. 480-486, 2016. https://doi.org/10.1016/j.conbuildmat.2015.12.176

MEHTA, P. K., MONTEIRO, P. J. M. Concreto: Microestrutura, Propriedades e Materiais. 2 ed. IBRACON, 2014.

NEVILLE, A. M.; BROOKS, J. J. Tecnologia do concreto. PORTO ALEGRE: Bookman, 2013. 448 p.

OLIVEIRA, A.M.; CASCUDO, O. Effect of mineral additions incorporated in concrete on thermodynamic and kinetic parameters of chloride-induced reinforcement corrosion. Construction and Building Materials, v. 192, 2018, p. 467-477, https://doi.org/10.1016/j.conbuildmat.2018.10.100

PAN, J.; HE, J.; ZHU, J.; GAO, X. Theoretical and experimental study on the electrical resistivity method for evaluating fresh concrete segregation. Journal of Building Engineering, v. 48, p. 103943, 2022. https://doi.org/10.1016/j.jobe.2021.103943

PEDROSA, F.; ANDRADE, C. Spatial variability of concrete electrical resistivity and corrosion rate in laboratory conditions. Construction and Building Materials, v. 306, p. 124777, 2021. https://doi.org/10.1016/j.conbuildmat.2021.124777

POLDER, R. B. Test methods for on-site measurement of resistivity of concrete – a RILEM TC – 154 technical recommendation. Construction and Building Materials, v. 15, p. 125-131, 2000. http://dx.doi.org/10.1016/S0950-0618(00)00061-1

PROCEQ. Manual RESIPOD. 2017. Disponível em: https://media.screeningeagle.com/asset/Downloads/Resipod_Sales%20Flyer_Portuguese_high.pdf. Acesso em: jun. 2022.

RIBEIRO, D. V.; SALES, A.; TUTIKIAN, B. F.; SOUZA, C. A.; ALMEIDA, F. C. R.; CUNHA, M. P. T.; LOURENÇO, M. Z.; CASCUDO, O.; HELENE, P. Corrosão e degradação em estruturas de concreto: teoria, controle e técnicas de análise e intervenção. 2 ed. Rio de Janeiro: Elsevier, 2018.

ROSA, D.C. Resistividade elétrica de concretos com diferentes teores de escória de alto forno e ativador químico. Dissertação (Mestrado em Engenharia Civil) - UFMS, Santa Maria, 2005.

SENGUL, O. Use of electrical resistivity as an indicator for durability. Construction and Building Materials, v. 73, pp. 434–441, 2014. https://doi.org/10.1016/j.conbuildmat.2014.09.077

SILVA, L. M. A. Resistividade elétrica superficial do concreto: influência da cura. 2016. 68 f. Trabalho de Conclusão de Curso (Bacharelado em Engenharia civil) – Escola de Engenharia Civil, Universidade Federal de Goiás, Goiânia GO, 2016.

SILVA, M.T.A.; ROCHA, J.H.A.; MONTEIRO, E.C.B.; PÓVOAS, Y.V.; RABBANI, E.R.K. Avaliação do ensaio de ultrassom para a estimação da profundidade de fissuras em concreto. Revista ALCONPAT, v.9 (1), p. 79 – 92, 2019. http://dx.doi.org/10.21041/ra.v9i1.289

TRIPATHI, D.; KUMAR, R.; MEHTA, P.K.; SINGH, A. Evaluation of a sustainable self-compacting concrete using destructive and non-destructive testing. Materials Today: Proceedings, v. 58, p. 830-835, 2022. http://dx.doi.org/10.1016/j.matpr.2021.09.389

TSIOULOU, O., LAMPROPOLULOS, A., PASCHALIS, S. Combined Non-Destructive testing (NDT) method for the evaluation of the mechanical characteristics of ultra-high performance fibre reinforced concrete (UHPFRC). Construction and Building Materials, 131, pp. 66-77, 2017. https://doi.org/10.1016/j.conbuildmat.2016.11.068

VELAY-LIZANCOS, M.; MARTINEZ-LAGE, I.; AZENHA, M.; GRANJA, J.; VAZQUEZ-BURGO, P. Concrete with fine and coarse recycled aggregates: e-modulus evolution, compressive strength and non-destructive testing at early ages. Construction And Building Materials, v. 193, p. 323-331, 2018. http://dx.doi.org/10.1016/j.conbuildmat.2018.10.209

VIEIRA, A. P.; TOLEDO FILHO, R. D.; TAVARES, L. M.; CORDEIRO, G. C. Effect of particle size, porous structure and content of rice husk ash on the hydration process and compressive strength evolution of concrete. Construction And Building Materials, v. 236, p. 117553, 2020. http://dx.doi.org/10.1016/j.conbuildmat.2019.117553

WALLY, G. B.; MAGALHÃES, F. C.; SILVA FILHO, L. C. From prescriptive to performance-based: An overview of international trends in specifying durable concretes, Journal of Building Engineering, v. 52, p. 104359, 2022. https://doi.org/10.1016/j.jobe.2022.1043599

Downloads

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

Issue

Vol. 17 (2024): January/December Edition

Section

Technology, Environment and Sustainability

License

Copyright (c) 2024 Paranoá

Creative Commons License

This work is licensed under a Creative Commons Attribution 4.0 International License.

Autores que publicam nesta revista concordam com os seguintes termos:

    1. Autores mantém os direitos autorais e concedem à revista o direito de primeira publicação, com o trabalho simultaneamente licenciado sob a Licença Creative Commons Attribution que permite o compartilhamento do trabalho com reconhecimento da autoria e publicação inicial nesta revista. http://creativecommons.org/licenses/by/4.0
    2. Autores têm autorização para assumir contratos adicionais separadamente, para distribuição não-exclusiva da versão do trabalho publicada nesta revista (ex.: publicar em repositório institucional ou como capítulo de livro), com reconhecimento de autoria e publicação inicial nesta revista.
    3. Autores têm permissão e são estimulados a publicar e distribuir seu trabalho online (ex.: em repositórios institucionais ou na sua página pessoal) a qualquer ponto antes ou durante o processo editorial, já que isso pode gerar alterações produtivas, bem como aumentar o impacto e a citação do trabalho publicado (Veja O Efeito do Acesso Livre).

Similar Articles

<< < 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 > >> 

You may also start an advanced similarity search for this article.