“…The thermal conductivity values reduction on treatments is due to the higher amount of pores observed in such treatments (Figure 2) compared to other percentages evaluated on each type of reinforcement material since air pockets offer better insulation in composites (Kazmierczak et al 2020), and also the low thermal conductivity values for PET (0.24 W / m.°C) and tire (0.15 W / m.K) (Speight 2005). Overall, such treatments show the effectiveness of reinforcement materials as heat sinks since the particles acted as obstacles and also generated pores that helped reduce thermal conductivity, which is excellent for use in the construction industry.…”
“…The thermal conductivity values reduction on treatments is due to the higher amount of pores observed in such treatments (Figure 2) compared to other percentages evaluated on each type of reinforcement material since air pockets offer better insulation in composites (Kazmierczak et al 2020), and also the low thermal conductivity values for PET (0.24 W / m.°C) and tire (0.15 W / m.K) (Speight 2005). Overall, such treatments show the effectiveness of reinforcement materials as heat sinks since the particles acted as obstacles and also generated pores that helped reduce thermal conductivity, which is excellent for use in the construction industry.…”
“…14 It is worth mentioning that the type of material and the bonding between CR and binder play an essential role in the performance. 4,15 Moreover, according to Mousavimehr et al, 16 concrete containing CR experienced greater weight and strength loss when exposed to elevated temperatures. This is particularly critical when adopted in building structures, as the fire resistance of building material needs to be considered.…”
Section: Introductionmentioning
confidence: 99%
“…5 Particularly, the CR tends to decrease the compressive strength of concrete. 4,13 Around 77% and 89% reduction in compressive and flexural strengths were observed when natural sand was partially replaced with CR between 40% and 60% by volume. 14 It is worth mentioning that the type of material and the bonding between CR and binder play an essential role in the performance.…”
Section: Introductionmentioning
confidence: 99%
“…3 The reuse of scrap tire rubber in cement composites takes a unique viewpoint and has been investigated since the 1990s. 4 Rubber particles can be effectively blended with cement and aggregates to produce lightweight CR cement-based materials such as concrete and mortar. The use of rubber in cementitious mixtures to partially replace natural aggregates is identified to reduce the self-weight of the mixture along with a reduction in the environmental impacts.…”
Section: Introductionmentioning
confidence: 99%
“…8 Moreover, a decrease in density with rubber addition is commonly observed due to its lightweight nature and the increase of air content in the mixture. 4 It has also been reported that the reuse of waste tires as fine aggregates helps the concrete to achieve better fatigue resistance, 9 crack resistance, 10 as well as notable improvements in preventing external dynamic loads such as earthquakes and wind. 11 In addition, rubber aggregates can improve the freeze-thaw degeneration resistance of concrete, according to Si et al 12 Nevertheless, CR usage in concrete generally reduces mechanical performance.…”
This paper aims to study the influence of basalt fiber (BF) and polypropylene fiber (PPF) in crumb rubber (CR) mortar made of two different types of cement, including ordinary Portland cement (OPC) and calcium aluminate cement (CAC). CR was used to partially (5%, 10%, 15%, and 20% by volume) replace the fine aggregate in OPC and CAC mortars. BF and PPF were added (0.1%, 0.3%, and 0.5% by total volume) in the CR mortars. The consistency, density, compressive, and flexural strength of cement mortars were investigated. The use of CAC cement slightly increased the consistency; however, the results showed that the CR replacement and the addition of both fiber types tend to reduce the consistency in OPC and CAC mortars. Significant reduction in the density of fiber-added CR mortar was found with increasing CR content, whereas the influence of both PPF and BF was minimal. The fiber-added CR mortar made of both binder and fiber types in general exhibited a reducing trend in the 28 days compressive strength when increasing CR and fiber contents. Nevertheless, an enhancement in the compressive strength of CAC mortar with 20% CR was found with the addition of 0.1% of both fibers. The use of CR and addition of the fibers generally decreased the flexural strength of mortar made of both binder types; however, the addition of 0.3% BF in mortars containing 15–20% CR positively affected the flexural performance. Finally, the artificial neural network (ANN) approach demonstrated the ability to predict the compressive strength of fiber-added CR mortars. The model showed a considerably insignificant mean square error (MSE) of 1.4–1.5 and high plot regression (R) results of 0.97–0.98.
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