Nanomodification of Lightweight Fiber Reinforced Concrete with Micro Silica and Its Influence on the Constructive Quality Coefficient

• Published in: Materials Vol. 14; no. 23; p. 7347
• Main Authors: Shcherban’, Evgenii M., Stel’makh, Sergey A., Beskopylny, Alexey, Mailyan, Levon R., Meskhi, Besarion, Varavka, Valery
• Format: Journal Article
• Language: English
• Published: Basel MDPI AG 30.11.2021; MDPI
• Subjects: Additives; Aggregates; Bend strength; Carbon; Cement hydration; Coefficients; coefficients of constructive quality; Concrete mixing; fiber concrete; Fiber reinforced concretes; Graphene; Lightweight; lightweight concrete; Mechanical properties; micro silica; nano-modifying; Nanocomposites; Nanomaterials; Nanoparticles; Nanotechnology; optimal composition; Polyvinyl alcohol; Reinforced concrete; Silica; Silicon dioxide; Tensile strength
• ISSN: 1996-1944; 1996-1944
• DOI: 10.3390/ma14237347

A hypothesis was put forward that a nano-modifying additive of micro silica, which had a beneficial effect on achieving a perfect structure of heavy concrete, can also be effectively used in lightweight fiber-reinforced concrete. The nano-modifying additives of micro silica application in manufacturing lightweight fiber reinforced concrete products and structures can significantly enchain their strength characteristics without increasing their mass and consequently improve their design characteristics. The purpose of the work was to increase the structural quality coefficients for all types of strengths of lightweight fiber-reinforced concrete due to its modification with micro silica. The effect of nano-modifying additives of micro silica on the strength characteristics of lightweight fiber reinforced concrete was studied. The optimal amount of micro silica addition was experimentally confirmed and established of 10% of the cement mass. The coefficients of constructive quality for all experimentally determined strength characteristics of lightweight fiber-reinforced concrete modified with micro silica additives were calculated. The coefficient of constructive quality for tensile strength in bending of lightweight fiber reinforced concrete with additives was two and a half times higher than that of heavy concrete without additives and up to 37% higher than that of lightweight fiber-reinforced concrete without additives.