The behaviors of the fresh and mechanical properties of self-compacting concrete (SCC) are different from those of normal concrete mix. Previous research has investigated the benefits of this concrete mix by incorporating different constituent materials. The current research aims to develop a steel fiber reinforcement (SFR)‒SCC mixture and to study the effectiveness of different cement replacement materials (CRMs) on the fresh and mechanical properties of the SFR‒SCC mixtures. CRMs have been used to replace cement content, and the use of different water/cement ratios may lower the cost of CRMs, which include microwave-incinerated rice husk ash, silica fume, and fly ash. Fresh behavior, such as flow and filling ability and capacity segregation, was examined by a special test in SCC on the basis of their specifications. Moreover, compressive and splitting tensile strength tests were determined to simulate the hardened behavior for the concrete specimens. Experimental findings showed that, the V-funnel and L-box were within the accepted range for SCC. Tensile and flexural strength increases upon the use of 10% silica fume were found when compared with other groups; the ideal percentage of steel fiber that should be combined in this hybrid was 2% of the total weight of the binder. Overall, steel fibers generated a heightened compressive and splitting tensile strength in the self-compacting concrete mixes.

This research aims to explore the effects of nanoparticles such as alumina (Al₂O₃) on the physical and mechanical properties of medium density fiberboards (MDF). The nanoparticles are added in urea-formaldehyde (UF) resin with different concentration levels e.g., 1.5%, 3%, and 4.5% by weight. A combination of forest fibers such as Populus Deltuidess (Poplar) and Euamericana (Ghaz) are used as a composite reinforcement due to their exceptional abrasion confrontation as well as their affordability and economic value with Al₂O₃-UF as a matrix or nanofillers for making the desired nanocomposite specimens. Thermo-gravimetric analysis (TGA) and thermal analytical analysis (TAA) in the form of differential scanning calorimetry (DSC) are carried out and it has been found that increasing the percentage of alumina nanoparticles leads to an increase in the total heat content. The mechanical properties such as internal bonding (IB), modulus of elasticity (MOE) and modulus of rupture (MOR), and physical properties such as density, water absorption (WA), and thickness swelling (TS) of the specimens have been investigated. The experimental results showed that properties of the new Nano-MDF are higher when compared to the normal samples. The results also showed that increasing the concentration of alumina nanoparticles in the urea-formaldehyde resin effects the mechanical properties of panels considerably.

The shortage of natural aggregates has compelled the developers to devote their efforts to finding alternative aggregates. On the other hand, demolition waste from old constructions creates huge land acquisition problems and environmental pollution. Both these problems can be solved by recycling waste materials. The current study aims to use recycled brick aggregates (RBA) to develop eco-friendly pervious concrete (PC) and investigate the new concrete’s structural performance and pore structure distributions. Through laboratory testing and image processing techniques, the effects of replacement ratio (0%, 20%, 40%, 60%, 80%, and 100%) and particle size (4.75 mm, 9.5 mm, and 12.5 mm) on both structural performance and pore feature were analyzed. The obtained results showed that the smallest aggregate size (size = 4.75 mm) provides the best strength compared to the large sizes. The image analysis method has shown the average pore sizes of PC mixes made with smaller aggregates (size = 4.75 mm) as 1.8–2 mm, whereas the mixes prepared with an aggregate size of 9.5 mm and 12.5 mm can provide pore sizes of 2.9–3.1 mm and 3.7–4.2 mm, respectively. In summary, the results confirmed that 40–60% of the natural aggregates could be replaced with RBA without influencing both strength and pore features.

The integration of recycled materials in concrete technology has gained significant attention, promoting sustainability and resource conservation. This research investigates the properties of lightweight self-compacting concrete (LWSCC) using light expanded clay aggregate (LECA). Lightweight concrete offers benefits such as reduced weight, enhanced fire resistance, lower thermal conductivity, superior moisture resistance, and increased durability compared to conventional concrete. This study provides valuable insights for architects and civil engineers on optimal reinforcement selection for LWSCC. Nine concrete slab samples, including four with openings, were tested. Three mixture types were tested based on fiber type and reinforcement variation. A complete substitution (100%) of coarse aggregate with LECA was evaluated. Additionally, 0.25% cement weight ratio of polypropylene and glass fibers was used to assess their impact on LWSCC’s flexural performance. It was found that lightweight fiber-reinforced concrete exhibits superior tensile strength-to-weight ratio and ductility due to fibers inclusion. The flexural strength, and crack resistance of the concrete were analyzed. Results indicated that glass fibers enhance performance in both solid and perforated slabs compared to polypropylene fibers. Results showed that slabs reinforced with welded wire mesh and glass fibers exhibited the highest flexural performance, with the ultimate load increasing by up to 45% compared to slabs without fibers. For slabs with openings, the use of glass fibers enhanced load capacity by 45.7%, while polypropylene fibers led to a 31.4% improvement. The study concluded that incorporating welded wire mesh with polypropylene or glass fibers improves collapse behavior and ductility.