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In posttensioning, the steel in the concrete is stretched after the curing process.
After the curing process, the PDMS was peeled off from the glass slide and washed in absolute ethanol to clean the surface.
The mechanical properties of WCMBG samples, such as compressive strength and porosity, were determined after the curing process.
After the curing process, the concrete was exposed to temperatures of 20, 100, 400, 700, and 900 °C for 3 h.
Physical properties such as porosity, bulk density, apparent density and water absorption, and mechanical properties such as flexural strength and compressive strength were determined from the 7-day geopolymer mortar samples after the curing process.
Wide-angle X-ray diffraction (WAXD) testing shows that the crystallinity of Sm-AAPhen in the composites was absent dramatically after the curing process, implying that most of crystalline Sm-AAPhen complex took part in the in-situ reaction and formed the non-crystalline poly(Sm-AAPhen).
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The experiment's outcomes also develop thorough understanding of the effects of nano-SiO2 as an additive material after preparing the concrete and during the curing process.
After the cure process recommended by Hexcel™, the CFRP plate has 47% fiber volumetric fraction.
Finally, the curing process takes about 10 minutes after finishing a print.
To ensure a better particle distribution after the mixing, the composite was heated to 50 °C for 15 min, to accelerate the curing process.
The first shortcut involves the curing process.
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