Experimental and analytical study of temperatures developed by the heat of hydration of high-strength self-compacting mass concrete

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This study addresses the gap in research on large-scale high-performance concrete (HPC) structures that exhibit self-compacting characteristics and high compressive strength through a detailed case study. It examines the temperature evolution due to hydration heat in a significant HPC structure cons...

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Detalles Bibliográficos
Autores: Del Savio, Alexandre Almeida, La Torre Esquivel, Darwin, Pasquel Carbajal, E., De Andrade Silva, F.
Formato: artículo
Fecha de Publicación:2025
Institución:Universidad de Lima
Repositorio:ULIMA-Institucional
Lenguaje:inglés
OAI Identifier:oai:repositorio.ulima.edu.pe:20.500.12724/23192
Enlace del recurso:https://hdl.handle.net/20.500.12724/23192
https://doi.org/10.1016/j.cscm.2024.e04098
Nivel de acceso:acceso abierto
Materia:Pendiente
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spelling Del Savio, Alexandre AlmeidaLa Torre Esquivel, DarwinPasquel Carbajal, E.De Andrade Silva, F.Del Savio, Alexandre AlmeidaLa Torre Esquivel, Darwin2025-09-09T21:26:34Z2025-09-09T21:26:34Z20252214-5095https://hdl.handle.net/20.500.12724/23192Case Studies in Construction Materials121541816https://doi.org/10.1016/j.cscm.2024.e040982-s2.0-85212345320This study addresses the gap in research on large-scale high-performance concrete (HPC) structures that exhibit self-compacting characteristics and high compressive strength through a detailed case study. It examines the temperature evolution due to hydration heat in a significant HPC structure consisting of an L-shaped reaction slab and wall arrangement. It is heavily reinforced and constructed for a structural laboratory in Lima, Peru. The investigation involved comprehensive instrumentation of the laboratory's reaction slab and wall to assess the impact of boundary conditions on temperature dynamics. Utilizing fifteen thermocouples, temperatures were monitored at various depths, and their progression over time was analyzed. Findings revealed that the peak temperatures reached 78.3°C in the slab and 74.6°C in the wall. Notably, the timing of formwork removal played a critical role in the thermal behavior of the reaction wall, significantly affecting its heating and cooling rates compared to the reaction slab. Despite these variations, the maximum established temperature gradients were not surpassed. Furthermore, the study critically evaluates the ACI method for predicting peak temperatures, identifying an average prediction error of 11.25 % against experimental outcomes. These insights contribute valuable data on the thermal performance of HPC in substantial structural elements, with broader implications for design and construction practices.htmlengElsevierGBurn:issn: 2214-5095info:eu-repo/semantics/openAccesshttps://creativecommons.org/licenses/by/4.0/PendientePendienteExperimental and analytical study of temperatures developed by the heat of hydration of high-strength self-compacting mass concreteinfo:eu-repo/semantics/articleArtículo (Scopus)reponame:ULIMA-Institucionalinstname:Universidad de Limainstacron:ULIMA20.500.12724/23192oai:repositorio.ulima.edu.pe:20.500.12724/231922025-09-16 11:30:23.39Repositorio Universidad de Limarepositorio@ulima.edu.pe
dc.title.none.fl_str_mv Experimental and analytical study of temperatures developed by the heat of hydration of high-strength self-compacting mass concrete
title Experimental and analytical study of temperatures developed by the heat of hydration of high-strength self-compacting mass concrete
spellingShingle Experimental and analytical study of temperatures developed by the heat of hydration of high-strength self-compacting mass concrete
Del Savio, Alexandre Almeida
Pendiente
Pendiente
title_short Experimental and analytical study of temperatures developed by the heat of hydration of high-strength self-compacting mass concrete
title_full Experimental and analytical study of temperatures developed by the heat of hydration of high-strength self-compacting mass concrete
title_fullStr Experimental and analytical study of temperatures developed by the heat of hydration of high-strength self-compacting mass concrete
title_full_unstemmed Experimental and analytical study of temperatures developed by the heat of hydration of high-strength self-compacting mass concrete
title_sort Experimental and analytical study of temperatures developed by the heat of hydration of high-strength self-compacting mass concrete
author Del Savio, Alexandre Almeida
author_facet Del Savio, Alexandre Almeida
La Torre Esquivel, Darwin
Pasquel Carbajal, E.
De Andrade Silva, F.
author_role author
author2 La Torre Esquivel, Darwin
Pasquel Carbajal, E.
De Andrade Silva, F.
author2_role author
author
author
dc.contributor.other.none.fl_str_mv Del Savio, Alexandre Almeida
La Torre Esquivel, Darwin
dc.contributor.author.fl_str_mv Del Savio, Alexandre Almeida
La Torre Esquivel, Darwin
Pasquel Carbajal, E.
De Andrade Silva, F.
dc.subject.none.fl_str_mv Pendiente
topic Pendiente
Pendiente
dc.subject.ocde.none.fl_str_mv Pendiente
description This study addresses the gap in research on large-scale high-performance concrete (HPC) structures that exhibit self-compacting characteristics and high compressive strength through a detailed case study. It examines the temperature evolution due to hydration heat in a significant HPC structure consisting of an L-shaped reaction slab and wall arrangement. It is heavily reinforced and constructed for a structural laboratory in Lima, Peru. The investigation involved comprehensive instrumentation of the laboratory's reaction slab and wall to assess the impact of boundary conditions on temperature dynamics. Utilizing fifteen thermocouples, temperatures were monitored at various depths, and their progression over time was analyzed. Findings revealed that the peak temperatures reached 78.3°C in the slab and 74.6°C in the wall. Notably, the timing of formwork removal played a critical role in the thermal behavior of the reaction wall, significantly affecting its heating and cooling rates compared to the reaction slab. Despite these variations, the maximum established temperature gradients were not surpassed. Furthermore, the study critically evaluates the ACI method for predicting peak temperatures, identifying an average prediction error of 11.25 % against experimental outcomes. These insights contribute valuable data on the thermal performance of HPC in substantial structural elements, with broader implications for design and construction practices.
publishDate 2025
dc.date.accessioned.none.fl_str_mv 2025-09-09T21:26:34Z
dc.date.available.none.fl_str_mv 2025-09-09T21:26:34Z
dc.date.issued.fl_str_mv 2025
dc.type.none.fl_str_mv info:eu-repo/semantics/article
dc.type.other.none.fl_str_mv Artículo (Scopus)
format article
dc.identifier.issn.none.fl_str_mv 2214-5095
dc.identifier.uri.none.fl_str_mv https://hdl.handle.net/20.500.12724/23192
dc.identifier.journal.none.fl_str_mv Case Studies in Construction Materials
dc.identifier.isni.none.fl_str_mv 121541816
dc.identifier.doi.none.fl_str_mv https://doi.org/10.1016/j.cscm.2024.e04098
dc.identifier.scopusid.none.fl_str_mv 2-s2.0-85212345320
identifier_str_mv 2214-5095
Case Studies in Construction Materials
121541816
2-s2.0-85212345320
url https://hdl.handle.net/20.500.12724/23192
https://doi.org/10.1016/j.cscm.2024.e04098
dc.language.iso.none.fl_str_mv eng
language eng
dc.relation.ispartof.none.fl_str_mv urn:issn: 2214-5095
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 html
dc.publisher.none.fl_str_mv Elsevier
dc.publisher.country.none.fl_str_mv GB
publisher.none.fl_str_mv Elsevier
dc.source.none.fl_str_mv reponame:ULIMA-Institucional
instname:Universidad de Lima
instacron:ULIMA
instname_str Universidad de Lima
instacron_str ULIMA
institution ULIMA
reponame_str ULIMA-Institucional
collection ULIMA-Institucional
repository.name.fl_str_mv Repositorio Universidad de Lima
repository.mail.fl_str_mv repositorio@ulima.edu.pe
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