The invention discloses a method for predicting the residual
bearing capacity of an anchor rod containing non-uniform
corrosion, and relates to the technical field of
geotechnical engineering structure safety assessment, and the method comprises the following steps: S1, reconstructing a three-dimensional
corrosion morphology model of the anchor rod through a three-dimensional
laser scanning device, S2, carrying out cross section division and extracting
corrosion parameters, S3, carrying out non-uniform quantification on the corroded anchor rod, and S4, calculating the residual
bearing capacity of the anchor rod containing non-uniform corrosion. The method comprises the following steps of S1, selecting a corrosion type, S4, establishing a corresponding geometric generalization model for each corrosion type, S5, carrying out
mechanical property analysis on the corroded anchor rod by adopting a micro-section method, S6, establishing a
linear relation model between the residual
bearing capacity and the section corrosion rate, and S7, carrying out model
verification and practical
engineering application. According to the method, the real morphology of the naturally rusted anchor rod is reconstructed by adopting a high-precision three-dimensional
laser scanning technology, the function of high reconstruction precision is realized, the manual measurement error and the form difference between the accelerated corrosion test and natural corrosion are overcome, and a reliable data basis is provided for subsequent analysis.