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Intelligent Automated Monitoring and Curing System for Cracks in Concrete Elements Using Integrated Sensors and Embedded Controllers

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This study addresses the formation, detection, and repair of cracks in concrete elements exposed to temperatures above 25 ◦C, where accelerated evaporation compromises their structural strength. An automated intelligent curing system with embedded sensors (DS18B20, HD-38) and Arduino controllers was...

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Detalles Bibliográficos
Autor: Arce Fernández,Nilthon
Formato: artículo
Fecha de Publicación:2025
Institución:Universidad Nacional de Jaén
Repositorio:UNJ-Institucional
Lenguaje:inglés
OAI Identifier:oai:repositorio.unj.edu.pe:20.500.14689/1018
Enlace del recurso:http://hdl.handle.net/20.500.14689/1018
https://doi.org/10.3390/technologies13070284
Nivel de acceso:acceso abierto
Materia:concrete cracking
temperature and humidity control
water evaporation
https://purl.org/pe-repo/ocde/ford#2.00.00
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dc.title.none.fl_str_mv Intelligent Automated Monitoring and Curing System for Cracks in Concrete Elements Using Integrated Sensors and Embedded Controllers
title Intelligent Automated Monitoring and Curing System for Cracks in Concrete Elements Using Integrated Sensors and Embedded Controllers
spellingShingle Intelligent Automated Monitoring and Curing System for Cracks in Concrete Elements Using Integrated Sensors and Embedded Controllers
Arce Fernández,Nilthon
concrete cracking
temperature and humidity control
water evaporation
https://purl.org/pe-repo/ocde/ford#2.00.00
title_short Intelligent Automated Monitoring and Curing System for Cracks in Concrete Elements Using Integrated Sensors and Embedded Controllers
title_full Intelligent Automated Monitoring and Curing System for Cracks in Concrete Elements Using Integrated Sensors and Embedded Controllers
title_fullStr Intelligent Automated Monitoring and Curing System for Cracks in Concrete Elements Using Integrated Sensors and Embedded Controllers
title_full_unstemmed Intelligent Automated Monitoring and Curing System for Cracks in Concrete Elements Using Integrated Sensors and Embedded Controllers
title_sort Intelligent Automated Monitoring and Curing System for Cracks in Concrete Elements Using Integrated Sensors and Embedded Controllers
author Arce Fernández,Nilthon
author_facet Arce Fernández,Nilthon
author_role author
dc.contributor.author.fl_str_mv Arce Fernández,Nilthon
dc.subject.none.fl_str_mv concrete cracking
temperature and humidity control
water evaporation
topic concrete cracking
temperature and humidity control
water evaporation
https://purl.org/pe-repo/ocde/ford#2.00.00
dc.subject.ocde.none.fl_str_mv https://purl.org/pe-repo/ocde/ford#2.00.00
description This study addresses the formation, detection, and repair of cracks in concrete elements exposed to temperatures above 25 ◦C, where accelerated evaporation compromises their structural strength. An automated intelligent curing system with embedded sensors (DS18B20, HD-38) and Arduino controllers was developed and applied to solid slabs, columns, and concrete test specimens (1:2:3.5 mix ratio). The electronic design was simulated in Proteus and validated experimentally under tropical conditions. Data with normal distribution (p > 0.05) showed a significant correlation between internal and ambient temperature (r = 0.587; p = 0.001) and a low correlation in humidity (r = 0.143; p = 0.468), indicating hygrometric independence. The system healed cracks of 0.01 mm observed two hours after pouring the mixture, associated with an evaporation rate of 1.097 mL/s in 4 m2 . For 28 days, automated irrigation cycles were applied every 30 to 60 min, with a total of 1680 L, achieving a 20% reduction in water consumption compared to traditional methods. The system maintained stable thermal conditions in the concrete despite ambient temperatures of up to 33.85 ◦C. A critical evaporation range was identified between 11:00 and 16:00 (UTC-5). The results demonstrate the effectiveness of the embedded system in optimizing curing, water efficiency, and concrete durability
publishDate 2025
dc.date.accessioned.none.fl_str_mv 2025-12-17T16:12:12Z
dc.date.available.none.fl_str_mv 2025-12-17T16:12:12Z
dc.date.issued.fl_str_mv 2025-07-02
dc.type.none.fl_str_mv info:eu-repo/semantics/article
dc.type.version.none.fl_str_mv info:eu-repo/semantics/publishedVersion
format article
status_str publishedVersion
dc.identifier.uri.none.fl_str_mv http://hdl.handle.net/20.500.14689/1018
dc.identifier.doi.none.fl_str_mv https://doi.org/10.3390/technologies13070284
url http://hdl.handle.net/20.500.14689/1018
https://doi.org/10.3390/technologies13070284
dc.language.iso.none.fl_str_mv eng
language eng
dc.rights.none.fl_str_mv info:eu-repo/semantics/openAccess
dc.rights.uri.none.fl_str_mv https://creativecommons.org/licenses/by/4.0/
eu_rights_str_mv openAccess
rights_invalid_str_mv https://creativecommons.org/licenses/by/4.0/
dc.format.none.fl_str_mv application/pdf
dc.publisher.none.fl_str_mv Technologies
dc.publisher.country.none.fl_str_mv CH
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dc.source.none.fl_str_mv Universidad Nacional de Jaén||Repositorio Institucional – UNJ
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The system healed cracks of 0.01 mm observed two hours after pouring the mixture, associated with an evaporation rate of 1.097 mL/s in 4 m2 . For 28 days, automated irrigation cycles were applied every 30 to 60 min, with a total of 1680 L, achieving a 20% reduction in water consumption compared to traditional methods. The system maintained stable thermal conditions in the concrete despite ambient temperatures of up to 33.85 ◦C. A critical evaporation range was identified between 11:00 and 16:00 (UTC-5). 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