The present invention discloses an adaptive concrete mesoscopic modeling method. The method comprises the following steps: 1) generating a required circular boundary according to the concrete aggregate
gradation, generating convex polygonal aggregates within a circular boundary, carrying out
prolongation on the area of the convex polygonal aggregate, and determining
prolongation point intrusion atthe same time to generate a convex polygonal aggregate concrete model; and 2) setting an inner
polygon mesh transition circle inside each
convex polygon aggregate, setting an outer
polygon mesh transition circle between an aggregate-
slurry interface transition zone and the
cement mortar, adjusting the polar
radius of the aggregate to obtain vertex coordinates of the aggregate-
slurry interface transition zone and the inner and outer mesh transition circles, setting the thickness of the aggregate-
slurry interface transition zone according to the aggregate particle size, setting the mesh size onthe inner and outer mesh transition circles, and obtaining a mesh-adaptive concrete multi-phase mesoscopic model. According to the method disclosed by the present invention, the random placement of aggregates and the generation of adaptive meshes in the mesoscopic model can be realized, the calculation efficiency can be improved while ensuring the calculation accuracy of different regions withinthe model.