The present application relates to the technical field of finite element, specifically to a steel
pipe pile bearing characteristic three-dimensional finite
element analysis method and
system, comprising the following steps: obtaining shear strain and
volume deformation sequence and mapping and homing
mutation point, extracting deformation main control direction, comparing loading stage boundary offset image, tracking displacement path and response node, identifying stress misplacement section, identifying contact
surface response characteristics, and dividing
pile soil structure zoning map.In the present application, the
mutation point distribution is extracted through the direction mapping of shear strain and
volume deformation, the deformation trend main control direction is constructed, the
spatial aggregation recognition ability of deformation characteristics is enhanced, the boundary offset direction is extracted through the disturbance comparison of initial and final states of loading, the response distribution extraction of interface boundary is strengthened, the settlement trend offset area is tracked through the displacement path and
time sequence difference, the stress propagation abnormal section is extracted through the node misplacement in force transmission path, the
zoning is divided in combination with the contact
response characteristics under disturbance direction, and the structure response recognition ability under the condition of
pile soil interaction is expanded.