This invention relates to a dual-scale finite
element analysis method and
system for steel-concrete composite bridges, belonging to the field of
civil engineering technology. The method includes the following steps: S1, establishing the length division of large-scale (
macro-element) and small-scale (fine-element) regions in the steel-concrete composite bridge model, clarifying the focus of local stress analysis; S2, establishing components in both large and small scale regions and selecting element types for each component, simplifying the dual-
scale model; S3, defining the material constitutive models of both large and small scale components to achieve consistency in material scale between
macro-element and fine-element models; S4, assembling the spatial positions of each component and connecting the large and small scale regions to achieve consistency in deformation between the
macro and fine models; S5, defining the internal contacts of each component and completing
mesh generation; S6, applying actual loads and arranging actual boundary conditions to perform dual-scale finite
element analysis. The technical solution of this invention has advantages such as high accuracy, high computational efficiency, and fast modeling speed.