The investigation of the combined effect of nano-silica, steel, ‎and polypropylene microfibers on the mechanical ‎characteristics, permeability, and chloride attack resistance ‎of cement composite

Autor: S. Peyman
Jazyk: perština
Rok vydání: 2024
Předmět:
Zdroj: مهندسی عمران شریف, Vol 40, Iss 2, Pp 127-138 (2024)
Druh dokumentu: article
ISSN: 2676-4768
2676-4776
DOI: 10.24200/j30.2023.62861.3245
Popis: The objective of this study was to investigate the combined impact of nano-silica, steel microfibers, and ‎polypropylene microfibers on the mechanical properties, permeability, and resistance to chloride attack ‎of cement composite. To achieve this goal, a 2% weight ratio of nano-silica was used as a cement substitute, ‎while ‎1.0% steel and 0.2% polypropylene microfibers, respectively, by volume of the binders‎ were separately and simultaneously‎ ‎employed as additives in the cement composite. Experimental analyses, including compressive, flexural, and ‎tensile strength tests, were conducted to evaluate the mechanical properties. Additionally, the ultrasonic ‎pulse velocity (UPV) and sorptivity tests were employed to assess permeability, and the durability ‎against chloride attack was examined using the Rapid Chloride Migration Test (RCMT). The results ‎demonstrate that the simultaneous incorporation of nano-silica, steel microfibers, and polypropylene ‎microfibers in the cement composite mixture resulted in a significant enhancement in compressive strength, ‎flexural strength, flexural toughness, and tensile strength by 59.3%, 32.3%, 67.2%, and 25.9%, ‎respectively, compared to the control sample after a curing period of 90 days. Moreover, significant ‎decreases were observed in terms of the initial and secondary water absorption rates. Furthermore, the ‎penetration depth of chloride ions was notably reduced from 33.6 mm (in the control composite) to 14.2 ‎mm (in the composite containing the combined effects of nano-silica, steel microfibers, and polypropylene ‎microfibers) after 90 days. The enhancement of mechanical properties, permeability, and durability ‎against chloride attack in cement composite can be attributed to the synergistic mechanisms promoted by ‎the utilization of nano-silica, steel microfibers, and polypropylene microfibers. The filling effect, ‎nucleation sites, and pozzolanic activity of silica nanoparticles significantly contribute to the reduction of ‎porosity and refinement of the cementitious matrix's microstructure. Simultaneously, the inclusion of ‎steel microfibers and polypropylene microfibers reinforces the cement matrix and effectively controls ‎existing microcracks, thereby impeding the propagation of macrocracks and brittle failure in the cement ‎composite. Furthermore, the bridging effect of steel and polypropylene fibers aids in the control of cracks ‎caused by plastic shrinkage during the early stages and secondary or thermal cracks, thereby further ‎improving the properties of cement composite.
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