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Admixture tuning for high‐performance concrete for the production of novel precast pre‐stressed long‐span girders for highway overpasses

datacite.subject.fosEngenharia e Tecnologia::Engenharia Civil
datacite.subject.fosEngenharia e Tecnologia::Engenharia dos Materiais
datacite.subject.fosCiências Naturais::Outras Ciências Naturais
dc.contributor.authorFernandes, Paulo
dc.contributor.authorPala, Helena
dc.contributor.authorCavaco, Eduardo
dc.contributor.authorTiago, Paulo
dc.contributor.authorJúlio, Eduardo
dc.date.accessioned2025-07-09T10:43:28Z
dc.date.available2025-07-09T10:43:28Z
dc.date.issued2020-03-02
dc.description.abstractThe improvements observed in concrete technology in the last decades, namely the production of Portland cement CEM I 52.5 R, the development of third generation super-plasticizers, and the commercialization of additions with high pozzolanic properties, turned possible the development of new concrete products using high performance concrete (HPC). Nevertheless, their implementation in the production process of the conservative precast concrete industry is not yet a reality. In this paper, the development and characterization of a HPC exhibiting high workability in the fresh state and high compressive strength in hardened state is presented. This HPC aims at producing, on a competitive basis, precast pre-stressed long-span girders for highway overpasses. For this reason, the main goal was to maximize the abovementioned properties but using the constituents available at the concrete precast company supporting the research. A set of different commercial admixtures was gathered and their influence on both compressive strength and workability of concrete was experimentally investigated. Results show that the compatibility between the admixture and the cementitious material is of paramount importance. By selecting the best type of the considered super-plasticizers and by optimizing its dosage, it was possible to increase the workability from class S1 to S5 and, simultaneously, increase the compressive strength in circa 50%, up to 120 MPa, at 28 days of age.eng
dc.description.sponsorshipThe authors acknowledge all the support of Prégaia, that supported this project, as well as the collaboration of the following companies—Chryso, Cimpor, Evonik Industries (formerly Degussa) and Sika—that contributed with their products to this study.
dc.identifier.citationFernandes P, Pala H, Cavaco E, Tiago P, Júlio E. Admixture tuning for high-performance concrete for the production of novel precast pre-stressed long-span girders for highway overpasses. Structural Concrete. 2020; 21: 1989–1998. https://doi.org/10.1002/suco.201900090.
dc.identifier.doi10.1002/suco.201900090
dc.identifier.eissn1751-7648
dc.identifier.issn1464-4177
dc.identifier.urihttp://hdl.handle.net/10400.8/13581
dc.language.isoeng
dc.peerreviewedyes
dc.publisherWiley
dc.relation.hasversionhttps://onlinelibrary.wiley.com/doi/10.1002/suco.201900090
dc.relation.ispartofStructural Concrete
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/
dc.subjectadmixture
dc.subjectcompressive strength
dc.subjecthigh-performance concrete
dc.subjectsuper-plasticizer
dc.subjectworkability
dc.titleAdmixture tuning for high‐performance concrete for the production of novel precast pre‐stressed long‐span girders for highway overpasseseng
dc.typejournal article
dspace.entity.typePublication
oaire.citation.endPage1998
oaire.citation.issue5
oaire.citation.startPage1989
oaire.citation.titleStructural Concrete
oaire.citation.volume21
oaire.versionhttp://purl.org/coar/version/c_970fb48d4fbd8a85
person.familyNameFernandes
person.familyNamePala
person.givenNamePaulo
person.givenNameHelena
person.identifier.ciencia-idF41A-AFFE-B165
person.identifier.ciencia-id7B1B-7C11-411B
person.identifier.orcid0000-0002-5644-8889
person.identifier.orcid0000-0001-7162-9621
person.identifier.scopus-author-id56701925300
person.identifier.scopus-author-id6603182617
relation.isAuthorOfPublication7375e114-0963-49a2-be76-c52dd45c0338
relation.isAuthorOfPublication70de6a08-f481-4558-a268-80471bc5cc83
relation.isAuthorOfPublication.latestForDiscovery7375e114-0963-49a2-be76-c52dd45c0338

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The improvements observed in concrete technology in the last decades, namely the production of Portland cement CEM I 52.5 R, the development of third generation super-plasticizers, and the commercialization of additions with high pozzolanic properties, turned possible the development of new concrete products using high performance concrete (HPC). Nevertheless, their implementation in the production process of the conservative precast concrete industry is not yet a reality. In this paper, the development and characterization of a HPC exhibiting high workability in the fresh state and high compressive strength in hardened state is presented. This HPC aims at producing, on a competitive basis, precast pre-stressed long-span girders for highway overpasses. For this reason, the main goal was to maximize the abovementioned properties but using the constituents available at the concrete precast company supporting the research. A set of different commercial admixtures was gathered and their influence on both compressive strength and workability of concrete was experimentally investigated. Results show that the compatibility between the admixture and the cementitious material is of paramount importance. By selecting the best type of the considered super-plasticizers and by optimizing its dosage, it was possible to increase the workability from class S1 to S5 and, simultaneously, increase the compressive strength in circa 50%, up to 120 MPa, at 28 days of age.
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