The invention discloses a method for establishing a stainless
steel bar concrete mesoscopic numerical model. The method comprises the following steps: uncertain stainless
steel bar concrete mesoscopicstructure composition, model establishment of each mesoscopic structure, constitutive relation of each mesoscopic component and determination of mesoscopic material parameters. Under the condition ofdetermining the mesoscopic material parameters of the coarse aggregate, the
mortar, the
mortar-coarse aggregate interface and the
steel bar-
mortar bonding interface, mesoscopic finite
element analysis is carried out on the bonding performance of the stainless steel bar concrete. According to the method, based on a mesomechanics theory, detailed expression is carried out from the aspects of mesoscopic structure composition, constitutive relations of all mesoscopic components, determination of mesoscopic parameters, setting of
boundary constraints and the like. A simplified method of a stainless steel bar
solid structure in two-dimensional
solid modeling is proposed, a parameter assignment method of a stainless steel bar-mortar matrix bonding layer
microstructure material is studied, the influence of interface performance on
bonding strength is analyzed, and the recommended value range of the tensile strength of a bonding layer is determined in combination with a calculation result.