Sustainable Recycling of High-Strength Concrete as an Alternative to Natural Aggregates in Building Structures
Artykuł w czasopiśmie
MNiSW
100
Lista 2021
Status: | |
Autorzy: | Sadowska-Buraczewska Barbara, Grzegorczyk-Frańczak Małgorzata |
Dyscypliny: | |
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Rok wydania: | 2021 |
Wersja dokumentu: | Drukowana | Elektroniczna |
Język: | angielski |
Numer czasopisma: | 8 |
Wolumen/Tom: | 13 |
Numer artykułu: | 4286 |
Strony: | 1 - 16 |
Impact Factor: | 3,889 |
Web of Science® Times Cited: | 8 |
Scopus® Cytowania: | 8 |
Bazy: | Web of Science | Scopus |
Efekt badań statutowych | NIE |
Finansowanie: | This work was financially supported by the Ministry of Science and Higher Education, within the 389 statutory, research number WZ/WB-IIL/4/2020. |
Materiał konferencyjny: | NIE |
Publikacja OA: | TAK |
Licencja: | |
Sposób udostępnienia: | Witryna wydawcy |
Wersja tekstu: | Ostateczna wersja opublikowana |
Czas opublikowania: | W momencie opublikowania |
Data opublikowania w OA: | 12 kwietnia 2021 |
Abstrakty: | angielski |
The application of recycled coarse aggregates (RCA) in high-performance concrete (HPC) was analyzed in the article. In the paper, the behavior of HPC with coarse recycled aggregate and natural coarse aggregate (NCA) was compared. Short-term experiments were conducted, including concrete deformation, deflection, load bearing capacity, and cracking of beams. The analysis involved reinforced concrete T-beams made in 100% of RCA or NCA. The studies indicated that the beams with recycled aggregate are characterized by greater deflection and 7.6% lower load bearing capacity in comparison to the beams with NCA. Substitution of coarse natural aggregate with RCA reduced the compressive and tensile strengths by 20 and 26 (%), whereas and the modulus of elasticity was decreased by 15%. |