Investigation into the Effects of Crystalline Admixtures and Coatings on the Properties of Self-Healing Concrete.
crystalline admixture
durability
fresh properties
hardened properties
self-healing concrete
Journal
Materials (Basel, Switzerland)
ISSN: 1996-1944
Titre abrégé: Materials (Basel)
Pays: Switzerland
ID NLM: 101555929
Informations de publication
Date de publication:
05 Feb 2024
05 Feb 2024
Historique:
received:
12
12
2023
revised:
29
01
2024
accepted:
31
01
2024
medline:
9
4
2024
pubmed:
9
4
2024
entrez:
9
4
2024
Statut:
epublish
Résumé
One fascinating concept for enhancing the durability and lifespan of concrete buildings involves the use of self-healing concrete. This study focuses on the effect of crystalline admixtures and coatings on various properties of self-healing concrete and provides a comparison with traditional concrete. Four different concrete mixtures were prepared to assess their effectiveness in bridging crack openings, their flexural and compressive strengths, and water absorption. Various testing methods, including destructive, semi-destructive, and non-destructive tests, were used in this research. The capacity of the mixes to repair themselves was assessed on the destroyed and semi-destroyed test specimens using crack-healing and microstructure testing. Additionally, all mixtures were also subjected to the slump cone test and air content test in order to investigate the characteristics of the concrete in its fresh state. The findings demonstrate that crystalline coating and admixture combinations have significant potential for healing concrete. The compressive and bending strengths of self-healing concrete mixtures were shown to be slightly higher compared to traditional concrete when the additive dose was increased. Self-healing concrete mixtures also exhibited much lower water absorption, a tightly packed and improved microstructure, and signs of healed gaps, all of which indicate greater durability.
Identifiants
pubmed: 38592005
pii: ma17030767
doi: 10.3390/ma17030767
pii:
doi:
Types de publication
Journal Article
Langues
eng
Subventions
Organisme : University of Pécs
ID : 011_2023_PTE_RK/5