Mechanical Properties Test of Graphene Concrete Based on Fuzzy Control Algorithm

Natural resources such as sand and stone in concrete are non-renewable resources in the short term, and unlimited exploitation and utilization will cause irreversible damage and impact on the ecological environment. Composite material is a kind of multiphase material, and its thermodynamic properties and failure mechanism are not only dependent on the macro service environment, but also closely related to the material properties, structural morphology and interface characteristics of each component. Multi-scale science is a basic, interdisciplinary and forward-looking science, which is used to study the phenomenon of coupling and correlation between different time or space scales. In this paper, a test method of mechanical properties of graphene concrete based on fuzzy control algorithm is proposed, which provides a reference for further research on mechanical properties of rockfill concrete. Judging from the correlation coefficient, the strength of mortar matrix should be based on the compressive strength when calculating the concrete micromechanics. Under the condition of the same mass mix ratio, the compressive strength of concrete increases with the strength of coarse aggregate used in the preparation of concrete.