Pregled bibliografske jedinice broj: 1220122
Combined Effects of Metakaolin and Hybrid Fibers on Self-Compacting Concrete
Combined Effects of Metakaolin and Hybrid Fibers on Self-Compacting Concrete // Materials, 15 (2022), 16; 5588, 19 doi:https://.org/10.3390/ma15165588 (međunarodna recenzija, članak, znanstveni)
CROSBI ID: 1220122 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Combined Effects of Metakaolin and Hybrid Fibers on
Self-Compacting Concrete
Autori
Bede Odorčić, Natalija ; Kravanja, Gregor
Izvornik
Materials (1996-1944) 15
(2022), 16;
5588, 19
Vrsta, podvrsta i kategorija rada
Radovi u časopisima, članak, znanstveni
Ključne riječi
self-compacting concrete ; synthetic and steel fibers ; metakaolin ; rheology ; mechanical properties ; chloride penetration ; SEM-EDS
Sažetak
There is a need to develop new construction materials with improved mechanical performance and durability that are low-priced and have environmental benefits at the same time. This paper focuses on the rheological, mechanical, morphological, and durability properties of synthetic and steel fiber reinforced self- compacting concrete (SCC) containing 5–15% metakaolin (M) by mass as a green replacement for Portland cement. Testing of the fresh mixes included a slump-flow test, density, and porosity tests. Mechanical properties were determined through compression and flexural strength. A rapid chloride penetrability test (RCPT) and the chloride migration coefficient were used to assess the durability of the samples. A scanning electron microscope (SEM) with energy dispersion spectrometry (EDS) was used to study the concrete microstructure and the interfacial transition zone (ITZ). The results show that a combination of metakaolin and hybrid fibers has a negative effect on the flowability of SCC. In contrast, the inclusion of M and hybrid fibers has a positive effect on the compressive and flexural strength of SCC. The fracture of SCC samples without fibers was brittle and sudden, unlike the fiber- reinforced SCC samples, which could still transfer a considerable load with increasing crack mouth opening deflection. Overall, the chloride migration coefficients were reduced by up to 71% compared to the control mix. The chloride reduction is consistent with the resulting compact concrete microstructure, which exhibits a strong bond between fibers and the concrete matrix.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo, Kemijsko inženjerstvo, Temeljne tehničke znanosti
Citiraj ovu publikaciju:
Časopis indeksira:
- Current Contents Connect (CCC)
- Web of Science Core Collection (WoSCC)
- Science Citation Index Expanded (SCI-EXP)
- SCI-EXP, SSCI i/ili A&HCI
- Scopus